Baldwin Park City Council
August 7, 2024

CITY COUNCIL

SPECIAL MEETING
Agenda
August 07, 2024, 5:00 PM

Mayor
Mayor Pro Tem
Councilmember
Councilmember
Councilmember
Emmanuel J. Estrada
Jean M. Ayala
Alejandra Avila
Daniel Damian
Monica Garcia
Welcome to your City Council Meeting
We welcome your interest and involvement in the City’s legislative process. This agenda includes information about topics coming before the City Council and the action recommended by city staff. You can read about each topic in the staff reports, which are available on the city’s website and in the Office of the City Clerk.

Please note that, in the event of a technical issue causing a disruption in the call-in option or internet-based option, the meeting will continue unless otherwise required by law, such as when a Board Member is attending the meeting virtually pursuant to certain provisions of the Brown Act.

Electronic devices are to be turned off while meetings are in session.

How to watch
The City of Baldwin Park provides two ways to watch a City Council meeting:

In Person

Most City Council meetings take
place at City Hall, 14403 E. Pacific
Ave., Baldwin Park, CA 91706
Online

Audio streaming will be available at
https://www.youtube.com/channel/UCFLZ0_dDFRjy59rhiDZ13Fg/featured?view_as=subscriber http://baldwinpark.granicus.com/ViewPublisher.php?view_id=10 Reasonable Accommodations
Individuals with disabilities may request an agenda packet in appropriate alternative formats as required by the Americans with Disability Act of 1990. Reasonable accommodations and auxiliary aids will be provided to effectively allow participation in the meeting. Please contact the City Clerk’s Office at (626) 960-4011.

Public Comments
The public is encouraged to address the City Council or any of its Agencies listed on this agenda on any matter posted on the agenda or on any other matter within its jurisdiction. In accordance with Chapter 39 of the Baldwin Park Municipal Code, Speakers must address the Council as a whole and refrain from making impertinent, slanderous, or profane remarks or disrupt the peace of the meeting. Speaker cards are available at the podium and by request with the City Clerk.

Public Communication
There is a three-minute speaking time limit. This is the time set aside to address the City Council. Please notify the City Clerk if you require the services of an interpreter. No Action may be taken on a matter unless it is listed on the agenda, or unless certain emergency or special circumstances exist. The legislative body or its staff may: 1) Briefly respond to statements made or questions asked by persons; or 2) Direct staff to investigate and/or schedule matters for consideration at a future meeting. [Government Code §54954.2] If you wish to comment on agenda items and are unable to physically appear in person, please email your name, place of residence, item number or topic and a phone number where you will be available between the hours of 7:00 PM du ring City Council Meetings to [email protected]. Written comments will be distributed and will be made part of the written record but will NOT be read verbally at the meeting.

CALL TO ORDER

ROLL CALL

PUBLIC COMMUNICATIONS

OPEN SESSION/STUDY SESSION

Presentation – Baldwin Park Police Department's Unmanned Aerial System (UAS) Program

RECESS CLOSED SESSION

1. Conference with Legal Counsel – Existing Litigation
Pursuant to paragraph (1) of subdivision (d) of Government Code Section 54956:

Case: Cetina, Huerta, Jimenez, Parra, Real, Case No. 22STCV14121 Valdivia v. City of Baldwin Park

2. Conference with Real Property Negotiators
Pursuant to California Government Code, Section 54956.8

Property: Property Adjacent to Barnes Park - Assessor Parcel Number: 8550-004-026 Agency negotiator: Enrique Zaldivar, CEO; Sam Gutierrez, Director of Public Works Negotiating parties: Consumers Holding Company
Under negotiation: Price & Terms of Payment

ADJOURNMENT

CERTIFICATION
I, Christopher Saenz, City Clerk of the City of Baldwin Park hereby certify that, under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the City Hall bulletin board not less than 72 hours prior to the meeting.

Christopher Saenz
City Clerk

For further information regarding agenda items, please contact the office of the City Clerk at (626) 960-4011 ext. 466 or via e-mail at [email protected].

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the Public Works Department or Risk Management at (626) 960 -4011. Notification 48 hours prior to the meeting will enable staff to make reasonable arrangements to ensure accessibility to this meeting. (28 CFR 34.102.104

ADA TITLE II)

CITY COUNCIL/

HOUSING AUTHORITY

REGULAR MEETINGS
Agenda
August 07, 2024, 7:00 PM

Mayor/Chair
Mayor Pro Tem/Vice Chair
Councilmember/Member
Councilmember/Member
Councilmember/Member
Emmanuel J. Estrada
Jean M. Ayala
Alejandra Avila
Daniel Damian
Monica Garcia
Welcome to your City Council Meeting
We welcome your interest and involvement in the City’s legislative process. This agenda includes information about topics coming before the City Council and the action recommended by city staff. You can read about each topic in the staff reports, which are available on the city’s website and in the Office of the City Clerk.

Please note that, in the event of a technical issue causing a disruption in the call -in option or internet -based option, the meeting will continue unless otherwise required by law, such as when a Board Member is attending the meeting virtually pursuant to certain provisions of the Brown Act.

Electronic devices are to be turned off while meetings are in session.

How to watch
The City of Baldwin Park provides two ways to watch a City Council or any of its Agencies meetings:

In Person

Most City Council meetings take place at
City Hall, 14403 E. Pacific Ave.,
Baldwin Park, CA 91706
Online

Audio streaming will be available at
https://www.youtube.com/channel/UCFLZ0
_dDFRjy59rhiDZ13Fg/featured?view_as=subscriber
http://baldwinpark.granicus.com/ViewPublisher.php?view_id=10 Reasonable Accommodations
Individuals with disabilities may request an agenda packet in appropriate alternative formats as required by the Americans with Disability Act of 1990. Reasonable accommodations and auxiliary aids will be provided to effectively allow participation in the meeting. Please contact the City Clerk’s Office at (626) 960-4011.

Public Comments
The public is encouraged to address the City Council or any of its Agencies listed on this agenda on any matter posted on the agenda or on any other matter within its jurisdiction. In accordance with Chapter 39 of the Baldwin Park Municipal Code, Speakers must address the Council as a whole and refrain from making impertinent, slanderous, or profane remarks or disrupt the peace of the meeting. Speaker cards are available at the podium and by request with the City Clerk.

Public Communication
There is a three -minute speaking time limit. This is the time set aside to address the City Council. Please notify the City Clerk if you require the services of an interpreter. No Action may be taken on a matter unless it is listed on the agenda, or unless certain emergency or special circumstances exist. The legislative body or its staff may: 1) Briefly respond to statements made or questions asked by persons; or 2) Direct staff to investigate and/or schedule matters for consideration at a future meeting. [Government Code §54954.2] If you wish to comment on agenda items and are unable to physically appear in person, please email your name, place of residence, item number or topic and a phone number where you will be available between the hours of 7:00 PM du ring City Council Meetings to [email protected]. Written comments will be distributed and will be made part of the written record but will NOT be read verbally at the meeting

Notice Regarding California Environmental Quality Act (CEQA) Determinations Pursuant to CEQA, a "project" is defined as a "whole action" subject to a public agency's discretionary funding or approval that has the potential to either (1) cause a direct physical change in the environment or (2) cause a reasonably foreseeable indirect physical change in the environment. "Projects" include discretionary activity by a public agency, a private activity that receives any public funding, or activities that involve the public agency's issuance of a discretionary approval and is not statutorily or categorically exempt from CEQA. (Pub. Res. Code § 21065.) To the extent that matters listed in this Agenda are considered "projects" under CEQA, their appropriate CEQA determination will be listed below each recommendation. If no CEQA determination is listed, it has been determined that the action does not constitute a "project" under CEQA

CALL TO ORDER

INVOCATION

PLEDGE OF ALLEGIANCE

ROLL CALL

REPORT FROM CLOSED SESSION

ANNOUNCEMENTS

The City Council are also members of the Board of Directors of the Housing Authority which is concurrently convening with the City Council this evening and each Council Member is paid an additional stipend of $30 for attending the Housing Authority meeting.

PROCLAMATIONS, COMMENDATIONS & PRESENTATIONS

Presentation – Hometown Hero Military Banner presented to Everett N. Marquez, served in the United States Marines Corps and Eduardo Israel Olmos, served in the United States Army

Proclamation presented to Luis de Luna Sandoval from Fresnillo, Zacatecas for coordinating the 2024 Baldwin Park Fresnillo City to City Friendship Basketball Tournament.

Presentation – Oath of Office of Police Officers

Officers
Anthony Pulido
Leander Benjamin III
Alfredo Leal
Daniel Vasquez
Carlos Camarena
Ricardo Bugarin

Records Specialist II
Brandio Mancio

PUBLIC COMMUNICATIONS

CONSENT CALENDAR

All items listed are considered to be routine business by the City Council and will be approved with one motion.

There will be no separate discussion of these items unless a City Councilmember so requests, in which case, the item will be removed from the general order of business and considered in its normal sequence on the agenda.

1. City of Baldwin Park’s Warrants and Demands
Staff recommends that the City Council ratify the attached Warrants and Demands Register.

2. Meeting Minutes of July 17, 2024
It is recommended that the City Council approve the following meeting minutes of the Special City Council Meeting, Regular City Council Meeting, Finance Authority Meeting and the Housing Authority Meeting held on July17, 2024.

3. Approval of Parcel Map No. 84199 to consolidate five (5) lots, abandon a street right - of-way, and a City parking lot into one (1) approximate 92,680 square foot lot for the development of the Zocalo Civic Plaza Project
It is recommended that the City Council:

1. Approve Parcel Map No. 84199, and

2. Authorize the City Clerk to execute and transmit Parcel Map No. 84199 to the County of Los Angeles for recordation.

4. Approve a Request for Proposal for Jail Facility Staffing and Support Services It is recommended that the City Council

1. Approve the release of the Request for Proposal; and

2. Direct staff to review and rank the responses to the RFP based on the evaluation criteria; and

3. Present a recommendation to the City Council, including a cost estimate, for the award of the contract.

5. Approval of Payment for Automated License Plate Readers ("ALPR") Camera Subscription from Flock Safety (Flock Group, Inc.) for Fiscal Years 2022-23 and 2023- 24 It is recommended that the City Council

1. Approve the payment of two invoices (INV-37827 and INV-37828) for the continued lease of thirty (30) Automated License Plate Reader Cameras from Flock Group INC., for the periods specified above, each in the amount of $78,500.00, for a total of $157,000.00; and

2. Authorize the Director of Finance to transfer the funds previously approved and allocated in the Police Department budget line item 100 -30-310-51100-00000 (Consultant Services) to 100-30-310-58140-00000 (Lease Expense) and process the payments; and

3. Authorize the Chief of Police or his designee to complete all appropriate documentation to process the payments.

6. Consideration of Adoption of Resolution No. 2024-040 Authorizing the Chief Executive Officer to Enter into the Settlement Agreement with Kroger Co., Revert Funds to the County of Los Angeles, and to Execute any Documents Necessary to Implement the Action
Unless the City intends to pursue its own litigation against Kroger Co., it is recommended that the City Council opt into the Settlement Agreement, revert settlement funds to the County of Los Angeles, and authorize the Chief Executive Officer to execute any documents necessary to implement the action.

7. Adoption of Resolution No. 2024-039 Certifying the Application For Grant Funds, Accepting Grant Funds in the Amount of $282,560.00, And Authorizing the Chief of Police to execute The California Cannabis Tax Fund Grant Agreement Staff recommends City Council adopt Resolution No. 2024 -039 certifying the CTFGP application, accepting grant funds in the amount of $282,560.00 and authorizing the Chief of Police to execute the CTFGP grant agreement.

8. Award Professional Services Agreement to John L. Hunter and Associates to Perform Commercial and Industrial Inspections for Stormwater Quality Compliance.

It is recommended that the City Council:

1. Authorize the Mayor to execute a Professional Service Agreement with John L.

Hunter and Associates (JLHA) in the amount not to exceed of $74,850.00 for assistance with NPDES and Industrial Waste Program Inspections; and

2. Authorize the Director of Finance to appropriate an amount not -to-exceed $17,000 from Account 258 -50-510-51100-15400 and $57,850 from Account 249 -50-510- 51100-15400 to fully fund the professional services; and

3. Authorize the Public Works Director to process the necessary documentation for the requested services.

9. Accept Plans and Specifications and Authorization to Publish Notice Inviting Bids for City Project No. CIP 24-001-55027 – Morgan Park Restroom Improvements It is recommended that the City Council accept and approve the plans and specifications for City Project No. CIP 24-001-55027 and authorize staff to publish a Notice Inviting Bids for construction.

10. Approval of a two -year extension of the Affordable Homeownership Expansion Agreement and update to the Project Activities Implemented by the San Gabriel Valley Habitat for Humanity.

Staff recommends that the City Council:

1. Authorize the Chief Executive Officer to approve a no -cost two-year extension of the Affordable Homeownership Expansion Agreement and update to the Project Activities and associated funding sources; and

2. Authorize the Director of Finance to appropriate funding for this updated Program and Project Activities and make the necessary budget adjustment.

11. Adoption of Resolution No. 2024 -038 to Approve Commercial Cannabis Agreement No. 24 -02 and Cannabis Permit Application No. 23 -03 for a New Cannabis Manufacturing and Self-Distribution Business at an Existing Cannabis Manufacturing Facility within the I, Industrial Zone (Location: 15023 Ramona Blvd., APN 8437 -021- 006); Applicant: California Harvest Fund, LLC; Case Number: CCA 24 -02 for CAN 23-03).

Staff recommends that the City Council:

Adopt Resolution No. 2024 -038 to Approve Commercial Cannabis Agreement No. 24 -02 and Cannabis Permit Application No. 23 -03 for a New Cannabis Manufacturing and Self - Distribution Business at an Existing Cannabis Manufacturing Facility within the I, Industrial Zone (Location: 15023 Ramona Blvd., APN 8437 -021-006); Applicant: California Harvest Fund, LLC; Case Number: CCA 24-02 for CAN 23-03).

PUBLIC HEARING

REPORTS OF OFFICERS

CITY COUNCIL ACTING AS SUCCESSOR AGENCY OF THE DISSOLVED COMMUNITY

DEVELOPMENT COMMISSION

HOUSING AUTHORITY CONSENT CALENDAR

1. Baldwin Park Housing Authority’s Warrants and Demands Staff recommends that the Board ratify the attached Warrants and Demands Register.

2. Treasurer’s Report HA – May 2024
Staff recommends that the Board receive and file the Treasurer’s Report for May 2024.

3. Treasurer’s Report HA – June 2024
Staff recommends that the Board receive and file the Treasurer’s Report for June 2024.

CITY COUNCIL / CITY CLERK / CITY TREASURER / STAFF REQUESTS & COMMUNICATION

CEO Zaldivar and City Attorney Tabares would like to provide a brief oral update on the status of the LA County proposed sales tax Ballot Measure to replace the existing Measure H, which will expire in 2027.

ADJOURNMENT

CERTIFICATION
I, Christopher Saenz, City Clerk of the City of Baldwin Park hereby certify that, under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the City Hall bulletin board not less than 72 hours prior to the meeting.

Christopher Saenz
City Clerk

For further information regarding agenda items, please contact the office of the City Clerk at (626) 960 -4011 ext. 466 or via e-mail at [email protected].

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the Public Works Department or Risk Management at (626) 960-4011. Notification 48 hours prior to the meeting will enable staff to make reasonable arrangements to ensure accessibility to this meeting. (28 CFR 34.102.104

ADA TITLE II)

STAFF REPORT
ITEM NO. ____1____

TO: Honorable Mayor and Members of the City Council
FROM: Rose Tam, Director of Finance
PREPARED BY: Ana Zhang, Senior Finance Clerk
DATE: August 7, 2024
SUBJECT: City of Baldwin Park’s Warrants and Demands

SUMMARY
Attached is the Warrants and Demands Register for the City of Baldwin Park to be ratified by the City Council.

RECOMMENDATION
Staff recommends that the City Council ratify the attached Warrants and Demands Register.

FISCAL IMPACT
The payroll for the last period was $1,332,935.64 and the attached General Warrants Register was $2,304,718.20 for a total amount of $3,637,653.84.

BACKGROUND
The attached Claims and Demands report format meet the required information as set out in the California Government Code. Staff has reviewed the requests for expenditures for the appropriate budgetary approval and for the authorization from the department head or its designee. Pursuant to Section 37208 of the California Government Code, the Chief Executive Officer or his/her designee does hereby certify to the accuracy of the demands hereinafter referred. Payments released since the previous City Council meeting and the following is a summary of the payment released:

1. The last payroll of the City of Baldwin Park consists o f check numbers 202506 to 202550 Additionally, Automated Clearing House (ACH) Payroll deposits were made on behalf of City Employees from control number 48286 to 48937 for the period June 23, 2024, through July 20,2024 inclusive; these are presented and he reby ratified in the amount of $1,332,935.64.

General Warrants, with the electronic fund transfer (EFT) bank drafts in the amount of $482,617.90 and checks from 246970 to 247347 in the amount of $1,822,100.30 for the period of July 9, 2024 to July 29, 2024, inclusive; in the total amount of $2,304,718.20 constituting of claims and demands against the City of Baldwin Park, are herewith presented to the City Council as required by law, and the same hereby ratified.

LEGAL REVIEW
Not Applicable

ATTACHMENTS

1. Check Register

Amount
Check Register
City of Baldwin Park, CA By (None)
Payment Dates 7/9/2024 - 7/29/2024
Payment NumberPayment Date Vendor Name Description (Item) Account Number 1064 07/12/2024 BALDWIN PARK POA POLICE SWORN DUES 100-00-000-21219-00000 5,507.95$ 1064 07/12/2024 BALDWIN PARK POA POLICE NON-SWORN DUES 100-00-000-21219-00000 1,371.01$ 1065 07/26/2024 BALDWIN PARK POA POLICE SWORN DUES 100-00-000-21219-00000 5,507.95$ 1065 07/26/2024 BALDWIN PARK POA POLICE NON-SWORN DUES 100-00-000-21219-00000 1,371.01$ 246970 07/11/2024 LIBERTY DENTAL PLAN DENTAL HMO - LIBERTY DENTAL 100-00-000-21211-00000 (19.17)$ 246970 07/11/2024 LIBERTY DENTAL PLAN DENTAL HMO - LIBERTY DENTAL 100-00-000-21211-00000 14.74$ 246970 07/11/2024 LIBERTY DENTAL PLAN DENTAL HMO - LIBERTY DENTAL 100-00-000-21211-00000 204.95$ 246970 07/11/2024 LIBERTY DENTAL PLAN DENTAL HMO - LIBERTY DENTAL 100-00-000-21253-00000 73.72$ 246970 07/11/2024 LIBERTY DENTAL PLAN DENTAL HMO - LIBERTY DENTAL 100-00-000-21211-00000 344.93$ 246970 07/11/2024 LIBERTY DENTAL PLAN DENTAL HMO - LIBERTY DENTAL 100-00-000-21253-00000 73.72$ 246971 07/11/2024 MUNICIPAL DENTAL POOL DENTAL PPO - MUNICIPAL SERVICES AUTHORITY 100-00-000-21211-00000 195.52$ 246971 07/11/2024 MUNICIPAL DENTAL POOL DENTAL PPO - MUNICIPAL SERVICES AUTHORITY 100-00-000-21211-00000 3,472.30$ 246971 07/11/2024 MUNICIPAL DENTAL POOL RETRO DENTAL PPO - MUNICIPAL SERVICES AUTHORITY 100-00-000-21211-00000 18.76$ 246971 07/11/2024 MUNICIPAL DENTAL POOL DENTAL PPO - MUNICIPAL SERVICES AUTHORITY 100-00-000-21253-00000 522.00$ 246971 07/11/2024 MUNICIPAL DENTAL POOL DENTAL PPO - MUNICIPAL SERVICES AUTHORITY 100-00-000-21211-00000 3,630.30$ 246971 07/11/2024 MUNICIPAL DENTAL POOL RETRO DENTAL PPO - MUNICIPAL SERVICES AUTHORITY 100-00-000-21211-00000 18.76$ 246971 07/11/2024 MUNICIPAL DENTAL POOL DENTAL PPO - MUNICIPAL SERVICES AUTHORITY 100-00-000-21253-00000 522.00$ 246972 07/11/2024 STANDARD INSURANCE COMPANY VISION - STANDARD INSURANCE COMPANY 100-00-000-21258-00000 (43.08)$ 246972 07/11/2024 STANDARD INSURANCE COMPANY VISION - STANDARD INSURANCE COMPANY 100-00-000-21258-00000 53.94$ 246972 07/11/2024 STANDARD INSURANCE COMPANY VISION - STANDARD INSURANCE COMPANY 100-00-000-21258-00000 1,054.68$ 246972 07/11/2024 STANDARD INSURANCE COMPANY VISION - STANDARD INSURANCE COMPANY 100-00-000-21258-00000 1,099.02$ 246973 07/11/2024 AARDVARK FIRST RESPONDER GAS MASK KITS 100-30-340-53100-00000 14,125.74$ 246974 07/11/2024 ALISHA AGUILERA REFUND-SWIM LESSONS-6/17-27/2024 100-60-000-42600-00000 47.00$ 246975 07/11/2024 ALTEC INDUSTRIES INC REPAIRS OF HYDRAULIC LEAK OF BOOM TRUCK-10/19/23 402-50-590-53371-00000 5,555.50$ 246976 07/11/2024 APN LANDSCAPING INC LANDSCAPE RENOVATION TO DE ANZA ELEMENTARY 251-50-520-58100-55037 22,890.00$ 246976 07/11/2024 APN LANDSCAPING INC LANDSCAPE RENOVATION TO DE ANZA ELEMENTARY 254-50-520-58100-55037 22,890.00$ 246977 07/11/2024 ARCHITERRA INC LANDSCAPE PLAN CHECKING SRVC-5/25-6/24/2024 100-40-000-22350-14135 468.75$ 246978 07/11/2024 AUTOMATION SOLUTIONS, INC. REMOVE CONCRETE,TRENCH - 3770 BALDWIN PARK-062524 240-50-562-51101-00000 6,968.56$ 246979 07/11/2024 B&B TIRE SERVICE 1 TIRE MOUNT-6/14/2024 402-50-590-53371-00000 60.00$ 246979 07/11/2024 B&B TIRE SERVICE 2-TIRES REPAIRS-6/21/2024 402-50-590-53371-00000 100.00$ 246980 07/11/2024 BETSON COIN-OP DISTRIBUTING COMPANY, INC. A SUBSIDIARY OF H. BETTI INDUSTRIES, INC.EXTREME SHOT ARCADE GAME 3/EA, INCLUDES 275-60-765-58110-56002 13,361.80$ 246980 07/11/2024 BETSON COIN-OP DISTRIBUTING COMPANY, INC. A SUBSIDIARY OF H. BETTI INDUSTRIES, INC.REMAINING BALANCE-XTREME SHOT ARCADE GAME 3/EA 275-60-765-58110-56002 1,583.66$ 246981 07/11/2024 BMO BANK N.A. SANCTION APP. FOR THE PRIDE OF VALLEY 5K-8/3/2024 100-00-000-13000-00000 319.58$ 246981 07/11/2024 BMO BANK N.A. VIZIO SMART TV KEYBOARD REMOTES 100-60-610-53100-00000 21.53$ 246981 07/11/2024 BMO BANK N.A. THERMAL PAPER ROLLS FOR THE FROUNT COUNTER 100-60-610-53100-00000 47.86$ 246981 07/11/2024 BMO BANK N.A. FLYERS FOR DOWNTOWN ST MARKET 100-60-610-53100-16101 569.40$ 246981 07/11/2024 BMO BANK N.A. POSTERS FOR THE SUMMER CONCERTS 100-60-610-53100-16144 162.40$ 246981 07/11/2024 BMO BANK N.A. PRIDE MONTH POSTERS FOR THE SUMMER CONCERTS 100-60-610-53100-16144 10.00$ 246981 07/11/2024 BMO BANK N.A. PURCHASE OF BANNER FOR THE SUMMER CONCERTS 100-60-610-53100-16144 485.10$ 246981 07/11/2024 BMO BANK N.A. FLYERS FOR THE SUMMER CONCERTS 100-60-610-53100-16144 569.40$ 246981 07/11/2024 BMO BANK N.A. DROPBOX SUBSCRIPTION-THE BP NOW LIVE-RENEWS 7/1/24 100-60-610-53330-00000 11.99$ 246981 07/11/2024 BMO BANK N.A. DROPBOX FEE FOR BP NOW LIVE-RENEWS 6/1/2024 100-60-610-53330-00000 11.99$ 246981 07/11/2024 BMO BANK N.A. SG VALLEY NEWS SUBSCRIPTION-RENEWAL 6/1/2024 100-60-610-53330-00000 26.00$ 246981 07/11/2024 BMO BANK N.A. NETFLIX MONTHLY FEE@SENIOR CENTER-6/20-7/19/24 100-60-630-53330-00000 3.87$ 246981 07/11/2024 BMO BANK N.A. NETFLIX MONTHLY FEE-SENIOR CENTER-5/20-6/19/2024 100-60-630-53330-00000 3.87$ 246981 07/11/2024 BMO BANK N.A. FOOD FOR THE SUMMER DAY CAMP PARTICIPANTS 100-60-650-53100-00000 92.48$ 246981 07/11/2024 BMO BANK N.A. NETFLIX MONTHLY FEE-TEEN CENTER-5/20-6/19/2024 100-60-660-53330-00000 11.86$ 246981 07/11/2024 BMO BANK N.A. NETFLIX MONTHLY FEE@TEEN CENTER-6/20-7/19/24 100-60-660-53330-00000 11.86$ 246981 07/11/2024 BMO BANK N.A. NETFLIX MONTHLY FEE-BARNES PARK-5/20-6/19/2024 100-60-670-53330-15100 3.87$ 246981 07/11/2024 BMO BANK N.A. NETFLIX MONTHLY FEE-BARNES PARK-6/20-7/19/2024 100-60-670-53330-15100 3.87$ 246981 07/11/2024 BMO BANK N.A. SG VALLEY NEWS SUBSCRIPTION-RENEWAL 6/29/2024 100-60-680-53330-00000 26.00$ 246981 07/11/2024 BMO BANK N.A. DEPOSIT-ADMISSION TICKETS FOR SUMMER DAY-7/10/24 501-60-000-22328-00000 150.00$ 246981 07/11/2024 BMO BANK N.A. PRINTING SERVICES FOR ARC FLYERS. 100-60-680-53320-00000 275.94$ 246981 07/11/2024 BMO BANK N.A. NETFLIX MONTHLY FEE-ARC-5/20-6/19/2024 100-60-680-53330-00000 3.88$ 246981 07/11/2024 BMO BANK N.A. NETFLIX MONTHLY FEE@THE ARC-6/20-7/19/2024 100-60-680-53330-00000 3.88$ 246982 07/11/2024 BMO BANK N.A. SGV CHAPTER MEETING 7/10/2024 100-00-000-13000-00000 80.00$ 246982 07/11/2024 BMO BANK N.A. TONER FOR HR 100-10-150-53100-00000 720.04$ 246982 07/11/2024 BMO BANK N.A. SUPPLIES FOR FINANCE 100-20-210-53100-00000 327.92$ 246982 07/11/2024 BMO BANK N.A. SUPPLIES FOR FINANCE 100-20-210-53100-00000 36.70$ 246982 07/11/2024 BMO BANK N.A. CAPITAL ASSET - 6/19/2024 100-20-210-53200-00000 150.00$ 246982 07/11/2024 BMO BANK N.A. WEBINAR 500 - 6/16-7/15/2024 401-10-140-53370-11602 41.20$ 246983 07/11/2024 BMO BANK N.A. ROLLING CART-CITY CLERK 100-10-120-53100-00000 110.23$ 246983 07/11/2024 BMO BANK N.A. ROLLING CART FOR OFFICE 100-10-150-53100-00000 125.69$ 246983 07/11/2024 BMO BANK N.A. FLAG LETTERHEAD PAPER USE FOR OATH 100-10-150-53100-00000 46.28$ 246983 07/11/2024 BMO BANK N.A. AIRTAG HOLDER-CEO 100-10-150-53100-00000 98.10$ 246983 07/11/2024 BMO BANK N.A. DECORATIONS FOR EMPLOYEE APPRECIATION EVENT 100-10-150-53370-11123 15.42$ 246983 07/11/2024 BMO BANK N.A. DECORATIONS FOR EMPLOYEE APPRECATION EVENT 100-10-150-53370-11123 220.52$ 246984 07/11/2024 BOWMAN INFRASTRUCTURE ENGINEERS LTD 3/1-4/30/2024-DESIGN-BIG DALTON TRAIL-1020.108 270-50-520-58100-55008 823.75$ 246985 07/11/2024 BOWMAN INFRASTRUCTURE ENGINEERS LTD ENGINEERING PLAN CHECK-BARNES PARK-4/1/23-3/31/24 258-50-520-58100-55001 2,166.00$ 246986 07/11/2024 BSN SPORTS EQUIPMENT&SUPPLIES-YOUTH SPORTS 501-60-000-22326-00000 99.23$ 246987 07/11/2024 CACEO WEBINAR-PROMOTING YOURSELF INTERNALLY-6/19/2024 100-40-460-51100-00000 54.00$

AmountPayment NumberPayment Date Vendor Name Description (Item) Account Number 246987 07/11/2024 CACEO WEBINAR-SITUATION AWARENESS SPECIALIST-6/25/2024 100-40-460-51100-00000 130.00$ 246988 07/11/2024 CAL BLEND SOILS INC BULK LANDSCAPE PRODUCTS 251-50-560-53100-00000 71.66$ 246989 07/11/2024 CALIFORNIA DISCOUNT GLASS REST DOOR STOPS FOR SENIOR CENTER 252-60-620-53100-00000 175.00$ 246990 07/11/2024 CARLA GUTIERREZ BALLOONS FOR FATHERS DAY-6/14/2024-SENIOR CENTER 501-60-000-22327-00000 200.00$ 246990 07/11/2024 CARLA GUTIERREZ BALLOONS FOR PRIDE CEL.-6/20/2024-SUMMER CONCERT 230-60-610-51100-16144 200.00$ 246991 07/11/2024 CHICAS GRAPHICS AND DESIGN NO PARKING SIGN FOR CONCERT IN THE PARK EVENT 246-50-550-53100-16144 275.63$ 246991 07/11/2024 CHICAS GRAPHICS AND DESIGN FIFTEEN MILITARY BANNERS 254-50-550-53100-15705 1,653.75$ 246992 07/11/2024 CITY OF EL MONTE APR 2024-FUEL COST FOR TRANSIT,DIAL A RIDE 402-50-590-53110-16140 3,670.37$ 246993 07/11/2024 DANIELS TIRE SERVICE, INC. TIRES FOR FLEET AND PD VEHICLES 402-50-590-53100-00000 3,625.36$ 246993 07/11/2024 DANIELS TIRE SERVICE, INC. TIRES FOR FLEET AND PD VEHICLES 402-50-591-53100-00000 2,031.88$ 246993 07/11/2024 DANIELS TIRE SERVICE, INC. TIRES FOR FLEET AND PD VEHICLES 402-50-591-53100-00000 574.95$ 246993 07/11/2024 DANIELS TIRE SERVICE, INC. TIRES FOR FLEET AND PD VEHICLES 402-50-591-53100-00000 1,018.53$ 246994 07/11/2024 DAVID AVILA REFUND FOR YONG STARS MINI SOCCER REGISTRATION 501-60-000-22326-00000 35.00$ 246995 07/11/2024 DERIAN FAMILY FOODS DECORATIONS PURCHASED FOR CTWIDE EMPLOYEE CHRISTMA 501-60-000-22328-00000 42.29$ 246995 07/11/2024 DERIAN FAMILY FOODS DECORATIONS PURCHASED FOR POSADA 275-60-710-53100-16078 52.08$ 246996 07/11/2024 EDGAR CRUZ CAR WASH FOR POLICE VEHICLES-4/9-6/25/2024 402-50-591-51101-00000 1,392.00$ 246997 07/11/2024 ENTERPRISE FM TRUST JUN 2024-FLEET LEASING PROGRAM 275-30-765-58140-53001 10,083.30$ 246997 07/11/2024 ENTERPRISE FM TRUST JUN 2024-FLEET LEASING PROGRAM 246-50-520-58140-15727 4,102.63$ 246997 07/11/2024 ENTERPRISE FM TRUST JUN 2024-FLEET LEASING PROGRAM 231-50-590-58140-15727 14,210.00$ 246997 07/11/2024 ENTERPRISE FM TRUST JUN 2024-FLEET LEASING PROGRAM 220-40-460-58140-14715 457.14$ 246998 07/11/2024 ENTERPRISE FM TRUST BUY-OUT END OF LEASE VEHICLES CIP24-053-59000-6/13 402-40-450-58110-59000 2,490.19$ 246998 07/11/2024 ENTERPRISE FM TRUST BUY-OUT END OF LEASE VEHICLES CIP24-053-59000-6/13 402-40-460-58110-59000 2,501.39$ 246998 07/11/2024 ENTERPRISE FM TRUST BUY-OUT END OF LEASE VEHICLES CIP24-053-59000 402-40-450-58110-59000 2,501.39$ 246998 07/11/2024 ENTERPRISE FM TRUST BUY-OUT END OF LEASE VEHICLES CIP24-053-59000-6/13 402-40-410-58110-59000 2,555.68$ 246999 07/11/2024 ERIKA CORTEZ ARPA REIM-REGIST-BASIC-TRACY-4/8-4/19/2024 275-60-734-53370-16077 130.00$ 247000 07/11/2024 EVAN BROOKS ASSOCIATES, INC UPDATES TO PLANS&SPECIFICATIONS-CIP20-31-2/1-5/31 255-50-520-58100-15550 886.00$ 247001 07/11/2024 FEDEX OFFICE PRIORITY OVERNIGHT DELIVERY TO S. MAESTAS-6/20/24 220-40-420-53100-14700 51.46$ 247002 07/11/2024 FEDEX OFFICE LATE FEE FOR EXPEDITED DELIVERY TO L. MENDEL 220-40-420-53100-14700 6.55$ 247003 07/11/2024 FM BODY & CLASSIC RESTORATION, INC 1 GAL DIAMOND SHINE 402-50-590-53100-00000 91.00$ 247003 07/11/2024 FM BODY & CLASSIC RESTORATION, INC REPAIRS TO PD UNIT 3163 -6/20/2024 402-50-591-53371-00000 1,600.00$ 247003 07/11/2024 FM BODY & CLASSIC RESTORATION, INC REPAIRS TO PD UNIT 3128 -6/14/2024 402-50-591-53371-00000 1,800.00$ 247004 07/11/2024 GEMA ARCE RENTAL DEPOSIT REFUND-6/22/2024-SENIOR CENTER 501-60-000-22333-00000 500.00$ 247005 07/11/2024 GOLDEN STATE SUPPLY, LLC CITY VEHICLE SUPPLIES FOR DAILY OPERATIONS 402-50-590-53100-00000 174.82$ 247005 07/11/2024 GOLDEN STATE SUPPLY, LLC CITY VEHICLE SUPPLIES FOR DAILY OPERATIONS 402-50-590-53100-00000 212.47$ 247005 07/11/2024 GOLDEN STATE SUPPLY, LLC CITY VEHICLE SUPPLIES FOR DAILY OPERATIONS 402-50-590-53100-00000 23.11$ 247005 07/11/2024 GOLDEN STATE SUPPLY, LLC CITY VEHICLE SUPPLIES FOR DAILY OPERATIONS 402-50-590-53100-00000 105.75$ 247005 07/11/2024 GOLDEN STATE SUPPLY, LLC CITY VEHICLE SUPPLIES FOR DAILY OPERATIONS 402-50-591-53100-00000 73.10$ 247005 07/11/2024 GOLDEN STATE SUPPLY, LLC CITY VEHICLE SUPPLIES FOR DAILY OPERATIONS 402-50-591-53100-00000 302.38$ 247005 07/11/2024 GOLDEN STATE SUPPLY, LLC CITY VEHICLE SUPPLIES FOR DAILY OPERATIONS 402-50-591-53100-00000 29.96$ 247005 07/11/2024 GOLDEN STATE SUPPLY, LLC CITY VEHICLE SUPPLIES FOR DAILY OPERATIONS 402-50-591-53100-00000 110.71$ 247006 07/11/2024 GUISEPPE LICITRA ANNUAL SEIU BOOT ALLOWANCE-ZAPPOS 402-50-590-50119-00000 150.00$ 247007 07/11/2024 HELEN HERNANDEZ PURCHASE MATERIALS & SUPPLIES-KIDS CLUB 100-60-680-53100-00000 23.41$ 247007 07/11/2024 HELEN HERNANDEZ PURCHASE MATERIALS & SUPPLIES-PALETAS IN THE PARK 501-60-000-22328-00000 199.50$ 247006 07/11/2024 GUISEPPE LICITRA ANNUAL SEIU BOOT ALLOWANCE-ZAPPOS 402-50-591-50119-00000 150.00$ 247007 07/11/2024 HELEN HERNANDEZ PURCHASE MATERIALS & SUPPLIES-DOWNTOWN ST 100-60-610-53100-16101 47.78$ 247008 07/11/2024 HINDERLITER, DE LLAMAS & ASSOCIATES SALES TAX-APR-JUN 2024 PLUS AUDIT 100-25-299-51100-12410 1,209.12$ 247009 07/11/2024 IMPACT IMAGES INC CANOPY & TABLE COVER FOR THE PROMOTIONS&EVENTS 245-50-560-53100-00000 1,062.91$ 247010 07/11/2024 INDUSTRIAL CLEANING SYSTEMS, INC REPAIRS TO TRANSIT PRESSURE WASHER 245-50-581-53371-15510 2,522.07$ 247011 07/11/2024 INTERSTATE BATTERIES BATTERIES FOR CITY VEHICLES 402-50-590-53100-00000 511.16$ 247011 07/11/2024 INTERSTATE BATTERIES BATTERIES FOR CITY VEHICLES 402-50-590-53100-00000 71.60$ 247011 07/11/2024 INTERSTATE BATTERIES BATTERIES FOR POLICE VEHICLES 402-50-591-53100-00000 582.76$ 247012 07/11/2024 ISABEL MILLER RENTAL DEPOSIT REFUND-6/29/2024-ESTHER SNYDER 501-60-000-22333-00000 150.00$ 247013 07/11/2024 J.P. ENGINES INC. REPAIRS TO POLICE UNIT UNIT 3133-5/29/2024 402-50-591-53371-00000 2,299.63$ 247013 07/11/2024 J.P. ENGINES INC. MAINTENANCE ON UNIT 5021 - 6/26/2024 402-50-590-53371-00000 1,301.98$ 247014 07/11/2024 JOHN L HUNTER & ASSOCIATES INC JAN 2024-CONSULTANT SRVC FOR CITY'S NPDES STORM 258-50-510-51100-15400 292.50$ 247014 07/11/2024 JOHN L HUNTER & ASSOCIATES INC JAN 2024-CONSULTANT SRVC FOR CITY'S NPDES STORM 100-50-510-51100-00000 995.00$ 247014 07/11/2024 JOHN L HUNTER & ASSOCIATES INC FEB 2024-CONSULTANT SRVC FOR CITY'S NPDES STORM 100-50-510-51100-00000 995.00$ 247014 07/11/2024 JOHN L HUNTER & ASSOCIATES INC FEB 2024-CONSULTANT SRVC FOR CITY'S NPDES STORM 258-50-510-51100-15400 435.00$ 247014 07/11/2024 JOHN L HUNTER & ASSOCIATES INC MAR 2024-CONSULTANT SRVC FOR CITY'S NPDES STORM 258-50-510-51100-15400 1,226.25$ 247015 07/11/2024 JUST REWARDS GIFT CARDS FOR EMPLOYEE TRANSPORTATION PROGRAM 231-50-540-53120-00000 111.50$ 247016 07/11/2024 LA CANADA DESIGN GROUP INC FEB 2024-CONSTRUCTION ADMIN-ZOCALO PARK-0664G 200-50-520-58100-55022 2,307.50$ 247016 07/11/2024 LA CANADA DESIGN GROUP INC APR 2024-CONSTRUCTION ADMIN-ZOCALO PARK-0664G 200-50-520-58100-55022 512.50$ 247016 07/11/2024 LA CANADA DESIGN GROUP INC MAY 2024-ARCHITECTURAL&ENGINEERING DESIGN 200-50-520-58100-55022 1,305.00$ 247016 07/11/2024 LA CANADA DESIGN GROUP INC MAY 2024-ARCHITECTURAL&ENGINEERING DESIGN 200-50-520-58100-55022 8,574.15$ 247017 07/11/2024 LOS ANGELES COUNTY PUBLIC WORKS APR 2024-LEASE MODIFICATIONS-SG RIVER-M1922010 245-50-520-58100-15093 975.68$ 247018 07/11/2024 MARCO INDUSTRIES, INC PARTS FOR TYMCO STREET SWEEPERS 402-50-590-53100-00000 1,223.93$ 247018 07/11/2024 MARCO INDUSTRIES, INC REPAIRS FOR TYMCO STREET SWEEPERS 402-50-590-53371-00000 754.20$ 247019 07/11/2024 MARIPOSA LANDSCAPES INC. JUN 2024-LANDSCAPE MAINTENANCE 251-50-560-51100-00000 8,749.99$ 247020 07/11/2024 MARLENE RAMOS ARPA REIM-REGIST-BASIC-KENMORE-5/6-6/9/2024 275-60-734-53370-16077 286.00$ 247020 07/11/2024 MARLENE RAMOS DEDUCTION DUE TO OVER PYMT WEEK#25-WEEK#28 275-60-734-53370-16077 (234.00)$ 247021 07/11/2024 MERRITT'S HARDWARE AP 500 S BATTERY 254-50-560-58110-00000 1,253.97$ 247022 07/11/2024 MIDWEST MOTOR SUPPLY ULTRA PAINT FOR GRAFFITI ABATEMENT PROGRAM 245-50-570-53100-14885 2,182.00$ 247023 07/11/2024 MOON VALLEY NURSERY CONSOLIDATED HOLDINGS, LLC PURCHASE OF TREES THROUGHOUT CITY 240-50-561-53100-00000 5,935.60$ 247023 07/11/2024 MOON VALLEY NURSERY CONSOLIDATED HOLDINGS, LLC PURCHASE OF TREES FOR 14362 RAMONA PROJECT-062824 240-50-561-53100-00000 1,378.14$ 247024 07/11/2024 NICHOLS LUMBER & HARDWARE MATERIALS/SUPPLIES FOR PARK LANDSCAPE 251-50-560-53100-00000 17.17$ 247024 07/11/2024 NICHOLS LUMBER & HARDWARE MATERIAL & SUPPLIES TOWELS FOR GRAFFITI ABATEMENT 240-50-570-53100-15705 90.97$ 247025 07/11/2024 O'REILLY AUTO PARTS 22 OZ GLASS CLEANER 402-50-590-53100-00000 7.71$ 247026 07/11/2024 PACIFIC PRODUCTS & SERVICES LLC MATERIALS & SUPPLIES FOR TRAFFIC SIGNS 254-50-550-53100-15622 428.40$

AmountPayment NumberPayment Date Vendor Name Description (Item) Account Number 247027 07/11/2024 PACIFIC TRUCK EQUIPMENT INC REPAIRS TO REMOVE LIFTGATE UNIT 5031 6/20/2024 402-50-590-53371-00000 7,686.90$ 247028 07/11/2024 PAINT BODY VINYL & GRAPHICS, INC. GRAPHIC REMOVAL & INSTALL ON BIG BELLY CONTAINER 244-50-581-51101-15510 2,530.00$ 247029 07/11/2024 POSITIVE PROMOTIONS COMMUNITY EVENTS GIVE AWAY 100-30-340-53100-13041 449.40$ 247030 07/11/2024 PUENTE HILLS CHEVROLET MATERIALS & SUPPLIES FOR UNIT#5049 402-50-590-53100-00000 523.20$ 247030 07/11/2024 PUENTE HILLS CHEVROLET MATERIALS & SUPPLIES FOR UNIT#5055 402-50-590-53100-00000 178.40$ 247030 07/11/2024 PUENTE HILLS CHEVROLET REPAIRS TO UNIT#5035 ON 4/23/2024 402-50-590-53371-00000 559.81$ 247031 07/11/2024 PUENTE HILLS FORD LLC MATERIAL & SUPPLIES FOR UNIT#3130 402-50-590-53100-00000 82.78$ 247031 07/11/2024 PUENTE HILLS FORD LLC MATERIAL & SUPPLIES FOR STOCK 402-50-591-53100-00000 82.78$ 247032 07/11/2024 QUADIENT INC POSTAGE MACHINE METER TAPE 401-10-141-58140-11503 43.99$ 247033 07/11/2024 ROSA LOPEZ TO REPLACED CHECK # 238291 9/29/22 - LOST 501-60-000-22333-00000 500.00$ 247033 07/11/2024 ROSA LOPEZ CHECK 238291 SECOND REPLACEMENT FEE 100-00-000-46900-00000 (35.00)$ 247034 07/11/2024 SAFELITE FULFILLMENT INC REPLACE A BROKEN WINDOW ON UNIT 6/25/2024 402-50-591-51101-00000 312.37$ 247035 07/11/2024 SERVICE FIRST CONTRACTORS MAINTENNCE DONE TO AQUATIC CENTER POOL 5/30/2024 252-60-620-53371-00000 656.33$ 247036 07/11/2024 SMART & FINAL MATERALS & SUPPLIES FOR SUMMER CONCERTS IN PARK 100-60-610-53100-16144 17.98$ 247036 07/11/2024 SMART & FINAL MATERIALS & SUPPLIES FOR MOVIES UNDER STARS 100-60-680-53100-00000 75.87$ 247037 07/11/2024 SUNBELT RENTALS RENTAL TELEHANDLER FORKLIFT PROJECT 6/25-6/26/2024 245-50-550-53391-15622 1,150.72$ 247037 07/11/2024 SUNBELT RENTALS MATERIALS & SUPPLIES FOR UNIT#5049 245-50-560-53100-00000 61.59$ 247038 07/11/2024 SUPERIOR PAVEMENT MARKINGS REPAINT STOP SIGNS/VARIOUS PAINTS FOR CITY 245-50-550-51101-00000 22,499.40$ 247039 07/11/2024 T-MOBILE CELL PHONE & MOBILE INTERNET SERVICE ACC#991160023 100-40-450-53403-00000 325.90$ 247039 07/11/2024 T-MOBILE CELL PHONE & MOBILE INTERNET SERVICE ACC#991160023 100-40-460-53403-00000 162.95$ 247040 07/11/2024 TRANSOURCE SERVICES CORP. CISCO MERAKI SYSTEM MANAGER ENTERPRISE LICENSE 401-10-140-53379-00000 276.83$ 247044 07/11/2024 VALLEY COUNTY WATER DIST COST OF WATER FOR CITY BUILDINGS:5/21-6/20/2024 100-60-620-53402-00000 2,647.81$ 247044 07/11/2024 VALLEY COUNTY WATER DIST COST OF WATER FOR TRANSIT CENTER: 5/21-6/20/2024 254-60-620-53402-15882 117.93$ 247041 07/11/2024 TRIPEPI,SMITH AND ASSOCIATES, INC COMMUNICATIONS & SOCIAL MEDIA SERVICES JUNE 2024 230-10-110-51100-11402 4,403.75$ 247042 07/11/2024 ULTIMATE ATTRACTIONS LLC INFLATABLE GAMES AT DOWNTOWN STREET MARKET 6/27/24 100-60-610-53391-16101 1,089.80$ 247043 07/11/2024 UNITED ROTARY BRUSH CORP REPLACEMENT PARTS FOR CITY STREET SWEEPER 6/27/24 246-50-552-53100-15005 874.95$ 247044 07/11/2024 VALLEY COUNTY WATER DIST COST OF WATER FOR CITY PARKS:5/21-6/20/2024 252-60-620-53402-00000 1,331.11$ 247044 07/11/2024 VALLEY COUNTY WATER DIST WATER SERVICE TINY HOME 14173 GARVEY AVE.5/22-6/21 275-60-710-53370-66023 156.99$ 247044 07/11/2024 VALLEY COUNTY WATER DIST COST OF WATER FOR CITY PARKS:5/22-6/21/2024 252-60-620-53402-00000 9,389.72$ 247044 07/11/2024 VALLEY COUNTY WATER DIST COST OF WATER FOR TRANSIT CENTER:5/22-6/21/2024 254-60-620-53402-15882 536.97$ 247045 07/11/2024 WASTE MANAGEMENT COLLECTION AND RECYCLING, INC CNG FUEL FOR CITY VEHICLES-JUNE 2024 402-50-590-53110-16140 3,937.48$ 247046 07/11/2024 WAXIE SANITARY SUPPLY 2 BIG BELLY & INSTALLATION BEVERAGE & BOTTLE GRANT 246-50-540-53100-17445 9,225.24$ 247046 07/11/2024 WAXIE SANITARY SUPPLY 2 BIG BELLY & INSTALLATION BEVERAGE & BOTTLE GRANT 246-50-540-53100-17445 440.00$ 247047 07/11/2024 WEBCO LB LLC SWEEP VARIOUS CITY PARKING LOTS & PARKING JUNE 24 254-50-560-51101-15734 4,200.00$ 247048 07/11/2024 ARIADNE GAMBOA RENTAL DEPOSIT REFUND-7/6/2024-SENIOR CENTER 501-60-000-22333-00000 300.00$ 247049 07/11/2024 ASCAP ANNUAL LICENSING FEE-7/1/24-6/30/2025 100-60-610-53330-00000 176.10$ 247049 07/11/2024 ASCAP ANNUAL LICENSING FEE-7/1/24-6/30/2025 100-60-630-53330-00000 176.10$ 247049 07/11/2024 ASCAP ANNUAL LICENSING FEE-7/1/24-6/30/2025 100-60-660-53330-00000 176.10$ 247049 07/11/2024 ASCAP ANNUAL LICENSING FEE-7/1/24-6/30/2025 100-60-670-53330-15100 176.10$ 247049 07/11/2024 ASCAP ANNUAL LICENSING FEE-7/1/24-6/30/2025 100-60-680-53330-00000 176.10$ 247050 07/11/2024 AUTOMATION SOLUTIONS, INC. ELECTRICAL REPAIRS &MAINTENANCE@CITYHALL-7/1/24 100-60-620-53371-00000 1,536.00$ 247050 07/11/2024 AUTOMATION SOLUTIONS, INC. ELECTRICAL REPAIRS &MAINTENANCE@CITY HALL-7/2/2024 100-60-620-53371-00000 408.26$ 247051 07/11/2024 BMO BANK N.A. FY24/25 MEMBERSHIP-CA PLANNING&DEL. REPORT 100-40-440-53330-00000 119.00$ 247051 07/11/2024 BMO BANK N.A. ECONOMIC CERTIFICATE PROGRAM-10/21-24/2024 100-40-440-53350-00000 1,000.00$ 247052 07/11/2024 COURTYARD BY MARRIOTT DEPOSIT FOR PROM BALLROOM-10/11/2024 275-60-726-51101-16074 1,000.00$ 247053 07/11/2024 DAVID R. AHLGREN REPAIRS TO PARKING STRUCTURE EV CHARGERS-7/8/24 245-60-620-53371-00000 470.00$ 247054 07/11/2024 DENO MUSIC LLC MUSIC ENTERTAINMENT 7-11-24 230-60-610-51100-16144 20,040.00$ 247055 07/11/2024 ERIC ANAYA RENTAL DEPOSIT REFUND-7/7/2024-ESTHER SNYDER 501-60-000-22333-00000 150.00$ 247056 07/11/2024 FRANCOIS ROSS DEPOSIT-MUSIC ENTER.-DOWTOWN ST MARKET-8/15/2024 100-60-610-51100-16101 1,270.00$ 247057 07/11/2024 FRONTIER COMMUNICATIONS ACT#20918814200421945-CITY PHONE-6/28-7/27/2024 401-10-141-53403-11506 1,595.21$ 247058 07/11/2024 GOGOV, INC. CODE ENFORCEMENT SUBSCRIPTION-7/1-12/31/2024 100-40-460-51101-00000 4,050.00$ 247059 07/11/2024 GRAFFITI TRACKER INC. GRAFFITI TRACKING SRVC-JUL 2024-JUN 2025 240-50-570-51101-15733 15,000.00$ 247060 07/11/2024 GRANICUS, INC RENEWAL OF SOFTWARE MAINTENANCE-COUNCIL-FY24/25 401-10-140-53379-00000 7,800.00$ 247061 07/11/2024 HIPOLITO REYES LOPEZ MUSICAL ENTERTAINMENT FOR SENIOR CEDNTER 8/21/2024 501-60-000-22327-00000 350.00$ 247062 07/11/2024 INTERMEX INC DEPOSIT-TRANSPORT TO CABAZON-SENIOR TRIP-10/12/24 275-60-726-51101-16074 450.00$ 247063 07/11/2024 JIMMY WONG SUPPLIES FOR PALETAS IN THE PARK&SUMMER SPLASH 100-60-610-53100-00000 359.11$ 247064 07/11/2024 JULIETA HERNANDEZ RENTAL DEPOSIT REFUND-7/6/2024-MORGAN PARK 501-60-000-22333-00000 100.00$ 247065 07/11/2024 LORENZO R SALLAS PROFESSIONAL SOUND SRVC FOR CONCERTS-7/11-18-25/24 230-60-610-51100-16144 6,900.00$ 247066 07/11/2024 MARIANA SERRANO PER DIEM-POST RECORDS-GOV TRANING AGENCY-7/21-26 100-30-310-53200-00000 407.00$ 247067 07/11/2024 RAQUEL M. CERVANTES CASE# RID 1202591- NOE CERVANTES 100-00-000-21225-00000 115.39$ 247068 07/11/2024 RICOH USA INC MAINTENANCE & OVERAGES FOR 3 RICOH COPIERS 401-10-141-53371-11504 108.17$ 247068 07/11/2024 RICOH USA INC LEASE PAYMENTS, MAINTENANCE /OVERAGES 6/25-7/24/24 401-10-141-58140-11504 710.12$ 247069 07/11/2024 RMF ENTERTAINMENT INC. ENTERTAINMENT 8-1-24 BAND GRUPO AZABACHE 100-60-610-51100-16101 2,520.00$ 247070 07/11/2024 SMART & FINAL MATERIALS/SUPPLIES SUMMER SPLASH PARTY MORGAN PARK 100-60-610-53100-00000 2,389.37$ 247070 07/11/2024 SMART & FINAL MATERIALS/SUPPLIES SR. CENTER JULY 4 CELEBRATION 100-60-630-53100-00000 165.94$ 247070 07/11/2024 SMART & FINAL MATERIALS & SUPPLIES FOR COMMUNITY CENTER PALETAS 100-60-610-53100-00000 67.44$ 247070 07/11/2024 SMART & FINAL MATERIALS/SUPPLIES SUMMER SPLASH PARTY MORGAN PARK 100-60-610-53100-00000 (231.55)$ 247070 07/11/2024 SMART & FINAL MATERIALS/SUPPLIES FOR SUMMER CONCERTS IN THE PARK 100-60-610-53100-16144 120.77$ 247070 07/11/2024 SMART & FINAL MATERIALS/SUPPLIES SR. CENTER JULY 4 CELEBRATION 100-60-630-53100-00000 19.72$ 247071 07/11/2024 SOTO ENTERTAINMENT GROUP MUSIC ENTERTAINMENT AT DOWNTOWN ST. MARKET 8/1/24 100-60-610-51100-16101 2,540.00$ 247072 07/11/2024 STILO ROLAS, INC MUSIC ENTERTAINMENT DOWNTOWN STREET MARKET 8/15/24 100-60-610-51100-16101 460.00$ 247072 07/11/2024 STILO ROLAS, INC MUSIC ENTERTAINMENT DOWNTOWN STREET MARKET 8/15/24 230-60-610-51100-16101 380.00$ 247073 07/11/2024 VILMA STELLA DIAZ ENTERTAINMENT 8-8-24 VILMA DIAZ Y LA SONORA 100-60-610-51100-16101 2,520.00$ 247074 07/11/2024 WALTERS WHOLESALE ELECTRIC CO. MATERIALS & SUPPLIES FOR BUILDING MAINTENANCE 100-60-620-53100-00000 161.85$ 247075 07/11/2024 WINNER PARTY INC. MATERIALS & SUPPLIES FOR SENIOR CENTER 7/4/2024 100-60-610-53100-00000 4.37$ 247076 07/18/2024 ADAM SANDOVAL REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 8.00$ 247077 07/18/2024 AGUSTIN BARAJAS ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 555.00$ 247078 07/18/2024 AT&T MOBILE DATA COMPUTERS-6/1-6/30/2024-AC#9391082045 100-30-310-53403-00000 1,441.94$

AmountPayment NumberPayment Date Vendor Name Description (Item) Account Number 247078 07/18/2024 AT&T JUN 2024-MOBILE DATA COMPUTERS-ACT#9391082046 100-30-310-53403-00000 1,441.94$ 247079 07/18/2024 AT&T MOBILITY MOBILE DATA COMPUTERS-6/3-7/2/2024 DUE JUL 25 100-30-310-53403-00000 1,744.31$ 247080 07/18/2024 AYUME LAM ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 285.00$ 247081 07/18/2024 BENNY HUYNH REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 16.00$ 247082 07/18/2024 BIG STUDIO 2024 BP BOXING CLUB ANNUAL PROMOTIONAL TSHIRT 501-60-000-22328-16130 3,204.42$ 247083 07/18/2024 CARLOS VALLE JUN 2024-JANITORIAL SRVC FOR CITY FACILITIES 252-60-620-53371-00000 1,364.00$ 247083 07/18/2024 CARLOS VALLE REMAINING BALANCE-JUN 2024-JANITORIAL SRVC 252-60-620-53371-00000 590.00$ 247083 07/18/2024 CARLOS VALLE JUN 2024-JANITORIAL SRVC FOR CITY FACILITIES 100-60-620-53371-00000 9,252.00$ 247083 07/18/2024 CARLOS VALLE JUN 2024-JANITORIAL SRVC FOR CITY FACILITIES 245-60-620-53371-15882 2,692.00$ 247084 07/18/2024 CELIDA DIAZ GARIBALDO REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 8.00$ 247085 07/18/2024 CHRISTOPHER SAENZ ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 285.00$ 247086 07/18/2024 CONCENTRA HEALTH SERVICES, INC PHYSICAL EXAM FOR EMPLOYEE-5/24-5/28/2024 100-10-150-51101-11122 586.00$ 247087 07/18/2024 CYNTHIA J. LEON ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 285.00$ 247088 07/18/2024 CYNTHIA L. SAENZ POLYGRAPH EXAMS FOR PD APPLICANTS-5/23-6/19/2024 100-30-310-51100-00000 3,900.00$ 247089 07/18/2024 DAVID EVANS AND ASSOCIATES INC. PLAN CHECK-LP 24-03-PLANET FITNESS-2/4-3/2/2024 100-40-000-22350-14133 795.50$ 247089 07/18/2024 DAVID EVANS AND ASSOCIATES INC. PLAN CHECK-LP 24-03 & LP 24-02 - 3/3-3/30/2024 100-40-000-22350-14133 2,136.50$ 247090 07/18/2024 DEPARTMENT OF JUSTICE JUN 2024-FINGERPRINTING SRVC 100-10-150-51101-11124 32.00$ 247090 07/18/2024 DEPARTMENT OF JUSTICE JUN 2024-FINGERPRINTING SRVC 100-30-310-51100-00000 822.00$ 247091 07/18/2024 DESERIE C. DURAN ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 285.00$ 247092 07/18/2024 DULCE M. CRUZ CATERING SRVC-WELLNESS WALK-6/21/2024 100-25-299-53100-00000 937.00$ 247093 07/18/2024 DULCE M. CRUZ APPETIZERS FOR PRIDE CEL.-6/20/2024-SUMMER CONCERT 230-60-610-51100-16144 150.00$ 247094 07/18/2024 EAST SAN GABRIEL VALLEY JUN 2024-EXPENDITURES-CDBG PUBLIC SERVICE AGENCY 220-40-420-53360-14830 416.69$ 247095 07/18/2024 ELVIRA SANCHEZ ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 285.00$ 247096 07/18/2024 ERICA HERNANDEZ ARPA REIM-REGIST-SUMMER CAMP-6/17-6/28/2024 275-60-734-53370-16077 370.00$ 247097 07/18/2024 EVANGELINA NAVARRO REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 16.00$ 247098 07/18/2024 FORENSIC NURSE SPECIALIST, INC SEXUAL ASSAULT EXAM-6/11/2024 100-30-310-51100-00000 2,400.00$ 247099 07/18/2024 GENOVEVA PEREZ ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 285.00$ 247100 07/18/2024 GENTRY GENERAL ENGINEERING INC CONSTRUCTION-COMPLETION OF CALINO SEWER-CIP22-040 275-50-752-58100-55021 277,208.23$ 247101 07/18/2024 GRAINGER, INC. MATERIALS FOR DOWNTOWN STREET MARKET 100-60-610-53100-16101 21.80$ 247101 07/18/2024 GRAINGER, INC. MATERIALS FOR DOWNTOWN STREET MARKET 100-60-610-53100-16101 347.50$ 247102 07/18/2024 GRAND PRINTING BUSINESS CARDS FOR PD PERSONNEL 100-30-330-53320-00000 457.76$ 247103 07/18/2024 GUARDIAN ALLIANCE TECHNOLOGIES, INC. ONLINE SCREENING FOR PD APPLICANTS 100-30-310-51100-00000 454.00$ 247104 07/18/2024 H-MARKETING INC. CARRYING CASE FOR EXPLORERS 100-30-310-53100-14881 1,401.60$ 247105 07/18/2024 INTERACTIVE DATA, LLC ONLINE SEARCH SITE FOR DB CASES 100-30-360-51100-00000 75.00$ 247106 07/18/2024 ISRAEL J. COBOS ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 285.00$ 247107 07/18/2024 JOANNA ONTIVEROS ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 501.00$ 247108 07/18/2024 JORGE G. HERNANDEZ REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 16.00$ 247109 07/18/2024 JOSE SANTOS ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 285.00$ 247110 07/18/2024 JUAN RUVALCABA REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 8.00$ 247111 07/18/2024 KAREN GILBERT ARPA REIM-REGIST-SUMMER CAMP-6/17-6/28/2024 275-60-734-53370-16077 190.00$ 247112 07/18/2024 KATHY BARRON REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 8.00$ 247113 07/18/2024 KEYSTONE UNIFORMS UNIFORMS FOR OFC GOBLE 100-30-310-53100-00000 275.51$ 247114 07/18/2024 LIEBERT CASSIDY WHITMORE JAN 2024-GONZALEZ INVESTIGATION ADVICE 403-10-150-51102-11106 210.00$ 247114 07/18/2024 LIEBERT CASSIDY WHITMORE JAN 2024-INVESTIGATION RE OFFICERS VALDIVIA &REAL 403-10-150-51102-11106 28.50$ 247114 07/18/2024 LIEBERT CASSIDY WHITMORE JAN 2024-ADVICE RE SERGIO GARCIA&ALEX ASENCIO INVE 403-10-150-51102-11106 2,292.00$ 247114 07/18/2024 LIEBERT CASSIDY WHITMORE JAN 2024-ADVICE RE ANDRE VILLALOBOS INVESTIGATION 403-10-150-51102-11106 975.00$ 247114 07/18/2024 LIEBERT CASSIDY WHITMORE JAN 2024-ADVICE RE OTONIEL GAMBOA INVESTIGATION 403-10-150-51102-11106 910.50$ 247114 07/18/2024 LIEBERT CASSIDY WHITMORE JAN 2024-ADVICE RE PARRA INVESTIGATION 403-10-150-51102-11106 475.50$ 247114 07/18/2024 LIEBERT CASSIDY WHITMORE JAN 2024-ADVICE RE HERRERA INVESTIGATION 403-10-150-51102-11106 121.50$ 247114 07/18/2024 LIEBERT CASSIDY WHITMORE JAN 2024-ANTHONY CABRIALES ADVICE 403-10-150-51102-11106 28.50$ 247114 07/18/2024 LIEBERT CASSIDY WHITMORE JAN 2024-HERRERA INVESTIGATION 403-10-150-51102-11106 2,508.00$ 247114 07/18/2024 LIEBERT CASSIDY WHITMORE JAN 2024-LEGAL BILL-GENERAL 403-10-150-51102-11106 3,273.00$ 247115 07/18/2024 LIZETH LUZANILLA RENTAL DEPOSIT REFUND-6/29/2024-ARTS&RECREATION 501-60-000-22333-00000 500.00$ 247116 07/18/2024 LORRAINE MENDEZ JUN 2024-HUD PROGRAM ADMIN TASKS 220-40-420-51101-14700 1,991.25$ 247117 07/18/2024 LUCIO MORENO ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 285.00$ 247118 07/18/2024 MAJESTIC FIRE PROTECTION INC QUARTERLY TEST @ COMMUNITY CENTER -3/31/2024 252-60-620-53371-00000 550.00$ 247119 07/18/2024 MANUEL CARRILLO, JR SHIP OUT EV CHARGERS INSIDE CITYHALL PARKING-6/26 245-60-620-53371-00000 56.55$ 247120 07/18/2024 MARIA LUISA ROMO REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 16.00$ 247121 07/18/2024 MARIA MARQUEZ REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 16.00$ 247122 07/18/2024 MARIA VICTORIA TZEC REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 8.00$ 247123 07/18/2024 MARLENE RAMOS ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 209.00$ 247124 07/18/2024 MARLENY MENDOZA ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 285.00$ 247125 07/18/2024 MARTHA E. TREJO ARPA REIM-REGIST-SUMMER CAMP-6/10-6/21/2024 275-60-734-53370-16077 190.00$ 247129 07/18/2024 MIRIAM CARAVEO ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 555.00$ 247130 07/18/2024 MONTSERRAT ESPEJEL ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 555.00$ 247126 07/18/2024 MICHAEL KELLY JUN 2024-JAIL INMATE PHONE SYSTEM SUPPLY&MAINTENAN 100-30-370-53403-00000 200.00$ 247127 07/18/2024 MIGUEL MACHAIN ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 228.00$ 247128 07/18/2024 MILAGROS P. GOMEZ REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 8.00$ 247131 07/18/2024 OLGA LEAL DUARTE REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 16.00$ 247132 07/18/2024 PCN3, INC. CONSTRUCTION CONTRACT FOR SUSAN RUBIO JUNE 2024 200-50-520-58100-55022 196,840.00$ 247132 07/18/2024 PCN3, INC. CONSTRUCTION CONTRACT FOR SUSAN RUBIO JUNE 2024 275-50-765-58100-55022 196,231.06$ 247133 07/18/2024 PREMIERE FUELING SERVICES INC INSPECTION AND MAINTENANCE FOR FUEL PUMPS 6/20/24 402-50-591-51101-00000 300.00$ 247133 07/18/2024 PREMIERE FUELING SERVICES INC PIPING FROM TURBINE TO FIBERGLASS PIPING LEAKING 402-50-590-51101-00000 583.42$ 247133 07/18/2024 PREMIERE FUELING SERVICES INC PIPING FROM TURBINE TO FIBERGLASS PIPING LEAKING 402-50-591-51101-00000 583.43$ 247133 07/18/2024 PREMIERE FUELING SERVICES INC INSPECTION AND MAINTENANCE FOR FUEL PUMPS 6/24/24 402-50-590-51101-00000 766.58$ 247133 07/18/2024 PREMIERE FUELING SERVICES INC INSPECTION AND MAINTENANCE FOR FUEL PUMPS 6/24/24 402-50-591-51101-00000 466.57$ 247134 07/18/2024 PRISTINE UNIFORMS LLC HONOR GUARD UNIFORM FOR OFFICER KEVIN RAMIREZ 100-30-310-53100-00000 1,749.74$ 247134 07/18/2024 PRISTINE UNIFORMS LLC HONOR GUARD UNIFORM FOR OFFICER JESSICA SERRANO 100-30-310-53100-00000 1,766.98$

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HOMELESS CONTACT CARDS 100-30-330-53320-00000 136.98$ 247136 07/18/2024 SAN GABRIEL VALLEY EXAMINER ORDINANCE 1510 SUMMARY 100-10-120-53330-00000 60.00$ 247137 07/18/2024 SAN GABRIEL VALLEY WATER COMPANY COST OF WATER FOR CITY BUILDINGS:CB-5/30-6/27/2024 100-60-620-53402-00000 702.55$ 247138 07/18/2024 SANDRA J MACARTHUR CONSULTATION&CURRICULUM DESIGN 8/31/2023-5/31/2024 271-30-310-51101-17201 38,268.75$ 247139 07/18/2024 SCHINDLER ELEVATOR CORPORATION QUARTERLY MAINTENANCE OF ELEVATORS 6/1/24-6/30/24 100-60-620-51101-00000 2,396.41$ 247140 07/18/2024 SERVICE FIRST CONTRACTORS MAINTENANCE AQUATIC CTR MORGAN PARK 6/19/2024 252-60-620-53371-00000 165.00$ 247140 07/18/2024 SERVICE FIRST CONTRACTORS MAINTENANCE AQUATIC CTR MORGAN PARK 6/20/2024 252-60-620-53371-00000 110.00$ 247140 07/18/2024 SERVICE FIRST CONTRACTORS MAINTENANCE AQUATIC CTR MORGAN PARK 6/24/2024 100-60-620-53100-00000 215.81$ 247140 07/18/2024 SERVICE FIRST CONTRACTORS MAINTENANCE AQUATIC CTR MORGAN PARK 6/19/2024 252-60-620-53100-00000 215.81$ 247141 07/18/2024 SOCORRO O. VILLAGOMEZ REIM-ARP SENIOR TRIP-FATHER'S DAY BREAKFAST-6/14 275-60-726-53370-16074 8.00$ 247142 07/18/2024 SOUTHERN CALIFORNIA EDISON ELECTRIC SERVICE FOR STREET LIGHTS 6/1-6/30/2024 251-50-530-53401-00000 48,153.89$ 247142 07/18/2024 SOUTHERN CALIFORNIA EDISON STREET LIGHTS 13021 1/2N GARVEY AVE. 5/16-6/16/24 251-50-530-53401-00000 146.19$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 5/7/2024 252-60-620-53371-00000 118.10$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/3/2024 252-60-620-53371-00000 132.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/3/2024 252-60-620-53371-00000 93.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/3/2024 252-60-620-53371-00000 62.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/5/2024 252-60-620-53371-00000 90.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/5/2024 252-60-620-53371-00000 59.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/5/2024 252-60-620-53371-00000 147.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/5/2024 252-60-620-53371-00000 204.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/5/2024 252-60-620-53371-00000 77.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/6/2024 252-60-620-53371-00000 75.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 5/7/2024 252-60-620-53371-00000 157.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/6/2024 252-60-620-53371-00000 118.10$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/6/2024 252-60-620-53371-00000 50.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/6/2024 252-60-620-53371-00000 45.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/13/2024 252-60-620-53371-00000 147.00$ 247143 07/18/2024 TERMINIX EXTERMINATOR SERVICES AT CITY FACILITIES 6/19/2024 252-60-620-53371-00000 147.00$ 247145 07/18/2024 TH & TT CLEANERS LLC CLEANING SERVICES FOR JAIL FOR 6/19/2024 100-30-340-51100-00000 65.00$ 247145 07/18/2024 TH & TT CLEANERS LLC CLEANING SERVICES FOR JAIL FOR 6/26/2024 100-30-340-51100-00000 65.00$ 247145 07/18/2024 TH & TT CLEANERS LLC CLEANING SERVICES FOR JAIL FOR 6/29/2024 100-30-340-51100-00000 70.00$ 247146 07/18/2024 THE SHREDDERS HR-MAY 2024 SERVICES-FUEL CHARGE, 65 GALLON TOTE 403-10-160-51101-00000 230.00$ 247146 07/18/2024 THE SHREDDERS PD-DESTRUCTION DEPT CONFIDENTIAL DOCUMENTS MAY 24 100-30-330-51101-00000 113.00$ 247146 07/18/2024 THE SHREDDERS FINANCE DESTRUCTION COFIDENTIAL DOC. JUNE 2024 100-20-210-51101-00000 60.50$ 247146 07/18/2024 THE SHREDDERS HR-1 FUEL SURCHARGE 2-65 GALLON TOTES JUNE 24 403-10-160-51101-00000 117.00$ 247146 07/18/2024 THE SHREDDERS PD-DESTRUCTION DEPT CONFIRDENTIAL DOC JUNE 2024 100-30-330-51101-00000 222.00$ 247147 07/18/2024 T-MOBILE GPS LOCATION-DR24-05544 100-30-340-51100-00000 100.00$ 247148 07/18/2024 TRIPLE B CORPORATION PURCHASE FOOD/PRODUCT FOR SENIOR MEALS PROGRAM 275-60-713-53100-16075 6,593.01$ 247148 07/18/2024 TRIPLE B CORPORATION PURCHASE FOOD/PRODUCT FOR SENIOR MEALS PROGRAM 501-60-000-22327-00000 8.49$ 247149 07/18/2024 ULINE, INC. 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ELECTRICAL REPAIRS &MAINTENANCE@COMMUNITY C.7/9/24 252-60-620-53371-00000 1,385.53$ 247174 07/18/2024 AYUME LAM ARPA REIM-REGIST-SUMMER CAMP-7/1-7/5/2024 275-60-734-53370-16077 77.00$ 247175 07/18/2024 CALIFORNIA POLICE CHIEFS ASSOCIATION CPCA FY24/25-CPCA DUES FOR 76-100 PERSONNEL 100-30-300-53330-00000 1,702.00$ 247175 07/18/2024 CALIFORNIA POLICE CHIEFS ASSOCIATION CPCA FY24/25-ASSOCIATE MEMBER DUES 100-30-300-53330-00000 155.00$ 247176 07/18/2024 CHARTER COMMUNICATIONS DATA CONNECTION FOR RADIO-7/11-8/10/24-A#170256501 100-30-310-53403-00000 394.50$ 247177 07/18/2024 CHRISTOPHER SAENZ ARPA REIM-REGIST-SUMMER CAMP-7/1-7/5/2024 275-60-734-53370-16077 77.00$ 247178 07/18/2024 CINTAS FIRST AID & SAFETY FIRST AID & SAFETY - CITY HALL 403-10-160-51101-00000 93.32$ 247178 07/18/2024 CINTAS FIRST AID & SAFETY ZOLL PLUS AUTO AGREEMENT 403-10-160-51101-11350 304.29$

AmountPayment NumberPayment Date Vendor Name Description (Item) Account Number 247178 07/18/2024 CINTAS FIRST AID & SAFETY ZOLL PLUS SEMI-AUTO AGREEMENT 403-10-160-51101-11350 101.43$ 247179 07/18/2024 COUNTY OF LOS ANGELES C/O AUDITOR-CONTROLLER LOCAL AGENCY FORMATION COMMISSION FY24/25 100-25-299-51101-00000 2,613.48$ 247180 07/18/2024 CYNTHIA J. LEON ARPA REIM-REGIST-SUMMER CAMP-7/1-7/5/2024 275-60-734-53370-16077 77.00$ 247181 07/18/2024 DESERIE C. 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AmountPayment NumberPayment Date Vendor Name Description (Item) Account Number 247251 07/25/2024 MARINA L. GARCIA ARPA REIM-REGIST-SUMMER CAMP-6/10-6/28/2024 275-60-734-53370-16077 486.00$ 247252 07/25/2024 RKA CONSULTING GROUP PROFESSIONAL BUILDING CHECK SERVICE DEC.2023 275-50-765-58100-55018 280.00$ 247253 07/25/2024 RUTH ABIGAIL GAMERO DE ALARCON ARPA BASIC REIM REG. SUMMER CAMP 6/10-6/28/2024 275-60-734-53370-16077 76.00$ 247254 07/25/2024 YOLANDA ESPINOSA ARPA REC REIM PRO. SWIMMING LESSONS 6/17-6/27/2024 275-60-734-53370-16070 47.00$ 247255 07/25/2024 AARDVARK SAFETY VESTS FOR SWAT TEAM 100-30-310-53100-00000 22,247.30$ 247255 07/25/2024 AARDVARK FIRST RESPONDER GAS MASK KITS 100-30-340-53100-00000 14,125.74$ 247256 07/25/2024 ACTIVE SAN GABRIEL VALLEY DEVELOP & CONDUCT COMM. 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SRVC CALL-GAS PUMP NOT WORKING-6/27/2024 402-50-590-53110-16140 600.00$ 247259 07/25/2024 BIG STUDIO LIFEGUARD T-SHIRT FOR UNIFORM-BP AQUATIC CENTER 501-60-000-22328-00000 586.53$ 247260 07/25/2024 BILL WRIGHT'S PAINT MATERIAL & SUPPLIES FOR THE GRAFFITI ABATEMENT 245-50-570-53100-14885 65.96$ 247261 07/25/2024 BJ PARTY SUPPLIES LLC RENTAL OF STAGE @ SUMMER CONCERT-6/27/2024 100-60-610-53391-16144 790.00$ 247261 07/25/2024 BJ PARTY SUPPLIES LLC RENTAL OF STAGE @ SUMMER CONCERT-6/27/2024 230-60-610-53391-16144 920.00$ 247260 07/25/2024 BILL WRIGHT'S PAINT MATERIAL & SUPPLIES FOR THE GRAFFITI ABATEMENT 245-50-570-53100-15040 921.65$ 247261 07/25/2024 BJ PARTY SUPPLIES LLC RENTAL OF STAGE@SUMMER CONCERT-6/20/2024 100-60-610-53391-16144 1,710.00$ 247262 07/25/2024 CAL BLEND SOILS INC MATERIAL & SUPPLIES - MARATHON ( SOD ) 251-50-560-53100-00000 17.54$ 247262 07/25/2024 CAL BLEND SOILS INC MATERIALS & SUPPLIES - MARATHON (SOD) 251-50-560-53100-00000 49.39$ 247262 07/25/2024 CAL BLEND SOILS INC MATERIALS & SUPPLIES - MARATHON (SOD) 251-50-560-53100-00000 9,928.34$ 247263 07/25/2024 CARLOS HERMOSILLO CPR/FA/AED SAFETY TRAINING-5/17&18/2024 501-60-000-22328-00000 1,900.00$ 247264 07/25/2024 CINTAS FIRST AID & SAFETY SUPPLIED THE FIRST AID KIT IN CITY YARD&MECHANIC S 254-50-550-53100-15705 196.78$ 247264 07/25/2024 CINTAS FIRST AID & SAFETY SUPPLIED THE FIRST AID KIT IN CITY YARD&MECHANIC S 402-50-590-53100-00000 196.79$ 247265 07/25/2024 COUNTY OF LOS ANGELES DEPARTMENT OF ANIMAL CARE & CONTROL. 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07/25/2024 LIEBERT CASSIDY WHITMORE JAN 2024-JOHNNY PATINO INVESTIGATION 403-10-150-51102-11106 256.50$ 247278 07/25/2024 LOS ANGELES COUNTY PUBLIC WORKS MAINTENANCE-FEB 2024-TRAFFIC SIGNAL&LIGHT 251-50-530-51100-00000 2,250.55$ 247279 07/25/2024 NICHOLS LUMBER & HARDWARE SUPPLIES-BOXING PROGRAM, SUMMER CONCERTS,ST.MARKET 501-60-000-22328-16130 10.10$ 247279 07/25/2024 NICHOLS LUMBER & HARDWARE SUPPLIES-BOXING PROGRAM, SUMMER CONCERTS,ST.MARKET 100-60-610-53100-16144 38.58$ 247279 07/25/2024 NICHOLS LUMBER & HARDWARE SUPPLIES-BOXING PROGRAM, SUMMER CONCERTS,ST.MARKET 501-60-000-22328-16130 1.78$ 247279 07/25/2024 NICHOLS LUMBER & HARDWARE SUPPLIES-BOXING PROGRAM, SUMMER CONCERTS,ST.MARKET 100-60-610-53100-16144 16.50$ 247279 07/25/2024 NICHOLS LUMBER & HARDWARE SUPPLIES-BOXING PROGRAM, SUMMER CONCERTS,ST.MARKET 100-60-610-53100-16101 138.78$ 247279 07/25/2024 NICHOLS LUMBER & HARDWARE MATERIAL & SUPPLIES FOR PARK LANDSCAPE 251-50-560-53100-00000 23.31$ 247279 07/25/2024 NICHOLS LUMBER & HARDWARE MATERIAL & SUPPLIES TOWELS FOR GRAFFITI ABATEMENT 240-50-570-53100-15705 116.05$ 247279 07/25/2024 NICHOLS LUMBER & HARDWARE SUPPLIES-BOXING PROGRAM, SUMMER CONCERTS,ST.MARKET 100-60-610-53100-16144 13.20$ 247280 07/25/2024 OMEGA INDUSTRIAL SUPPLY INC MATERIAL & SUPPLIES ASPHALT & MEGA REMOVAL GRAFFIT 245-50-570-53100-15040 1,044.93$ 247282 07/25/2024 PRIME POWER EQUIPMENT INC MAINTENANCE/REPAIRS OF STREET LANDSCAPE 6/4/2024 245-50-560-53371-15537 195.10$ 247282 07/25/2024 PRIME POWER EQUIPMENT INC MAINTENANCE/REPAIRS OF STREET LANDSCAPE 6/6/2024 245-50-560-53371-15537 40.00$ 247281 07/25/2024 PACIFIC PRODUCTS & SERVICES LLC NEW OVERHEAD STREET NAME SIGNS-45 SIGNS 245-50-550-53100-15622 34,622.55$ 247281 07/25/2024 PACIFIC PRODUCTS & SERVICES LLC NEW OVERHEAD STREET NAME SIGNS-45 SIGNS 254-50-550-53100-15622 45,000.00$ 247282 07/25/2024 PRIME POWER EQUIPMENT INC MAINTENANCE/REPAIRS OF STREET LANDSCAPE 5/22/2024 245-50-560-53371-15537 106.10$ 247282 07/25/2024 PRIME POWER 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AmountPayment NumberPayment Date Vendor Name Description (Item) Account Number 247283 07/25/2024 PRISTINE UNIFORMS LLC HONOR GUARD UNIFORM FOR OFFICER ERNEST BARRIOS 100-30-310-53100-00000 1,749.74$ 247283 07/25/2024 PRISTINE UNIFORMS LLC HONOR GUARD UNIFORM FOR OFFICER SAM GARCIA 100-30-310-53100-00000 1,758.36$ 247283 07/25/2024 PRISTINE UNIFORMS LLC HONOR GUARD UNIFORM FOR OFFICER ERNEST BARRIOS 100-30-310-53100-00000 1,749.74$ 247284 07/25/2024 QUINN RENTAL SERVICES MATERIAL & SUPPLIES PARTS FOR BACKHOE 402-50-590-53100-00000 28.37$ 247285 07/25/2024 RAUL FLORES RENTAL STATE TRUSSING AT SUMMER CONCERTS 6/20/2024 230-60-610-53391-16144 5,000.00$ 247286 07/25/2024 RED WING BRANDS OF AMERICA INC BOOT ALLOWANCE FOR SEIU EMPLOYEE ABRAHAM ARREZOLA 240-50-571-50119-00000 75.00$ 247286 07/25/2024 RED WING BRANDS OF AMERICA INC BOOT ALLOWANCE FOR SEIU EMPLOYEE ABRAHAM ARREZOLA 251-50-571-50119-00000 120.00$ 247286 07/25/2024 RED WING BRANDS OF AMERICA INC BOOT ALLOWANCE FOR SEIU EMPLOYEE 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100-25-299-53100-00000 59.36$ 247290 07/25/2024 SMART & FINAL MATERIALS & SUPPLIES FOR WELLNESS WALK 100-25-299-53100-00000 182.40$ 247291 07/25/2024 SOUTHERN CALIFORNIA EDISON ELECTRIC SERVICE: 14352 OHIO ST. 6/10-7/10/2024 251-50-530-53401-00000 85.43$ 247291 07/25/2024 SOUTHERN CALIFORNIA EDISON ELECTRIC SERVICE:13911 1/2 LA ST.6/10-7/10/2024 251-50-530-53401-00000 81.45$ 247291 07/25/2024 SOUTHERN CALIFORNIA EDISON ELECTRIC SERVICE:14104 LOS ANGELES ST 6/10-7/10/24 251-50-530-53401-00000 97.20$ 247291 07/25/2024 SOUTHERN CALIFORNIA EDISON ELECTRIC SERVICE 3821 BOGART AVE. 6/10-7/10/2024 254-60-620-53401-15882 10,503.37$ 247291 07/25/2024 SOUTHERN CALIFORNIA EDISON ELECTRIC SERVICE CNG STATION: 6/10-7/10/2024 100-60-620-53401-00000 8,844.34$ 247291 07/25/2024 SOUTHERN CALIFORNIA EDISON ELECTRIC SERVICE: 6/7-7/9/2024 -ACC#700529855672 100-60-620-53401-00000 8,245.68$ 247291 07/25/2024 SOUTHERN CALIFORNIA EDISON ELECTRIC SERVICE:14204 OHIO STREET: 6/10-7/9/2024 251-50-530-53401-00000 112.93$ 247291 07/25/2024 SOUTHERN CALIFORNIA EDISON ELECTRIC SERVICE:14006 1/2 LA ST. 6/10-7/10/2024 251-50-530-53401-00000 84.20$ 247291 07/25/2024 SOUTHERN CALIFORNIA EDISON ELECTRIC SERVICE CITY BULINGS 5/28-6/25/2024 100-60-620-53401-00000 27,043.22$ 247292 07/25/2024 SPARKLETTS WATER & COFFEE SUPPLIES FOR CITY FACILITIES 252-60-620-53100-00000 2,272.32$ 247293 07/25/2024 STAPLES MATERIALS/SUPPLIES SENIOR CTR & FAMILY SERVICE CTR 100-60-630-53100-00000 140.00$ 247293 07/25/2024 STAPLES MATERIALS/SUPPLIES SENIOR CTR & FAMILY SERVICE CTR 100-60-640-53100-00000 3.29$ 247293 07/25/2024 STAPLES MATERIALS/SUPPLIES SENIOR CTR & FAMILY SERVICE CTR 100-60-640-53100-00000 20.88$ 247294 07/25/2024 THE GAS COMPANY GAS SERVICE 14747 RAMONA BLVD.ACC#058-629--7272-5 402-50-590-53110-16140 103.35$ 247295 07/25/2024 T-MOBILE GPS TRACKING ON ALL CITY VEHICLES 4/21-5/20/2024 402-50-590-51101-00000 1,172.43$ 247295 07/25/2024 T-MOBILE GPS TRACKING ON ALL CITY VEHICLES 5/21-6/20/2024 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AmountPayment NumberPayment Date Vendor Name Description (Item) Account Number 247326 07/25/2024 SMART & FINAL MATERIALS & SUPPLIES SUMMER CONCERTS IN THE PARK 100-60-610-53100-16144 59.83$ 247326 07/25/2024 SMART & FINAL MATERIALS & SUPPLIES SUMMER CONCERTS IN THE PARK 100-60-610-53100-16144 30.09$ 247326 07/25/2024 SMART & FINAL MATERIALS/SUPPLIES SUMMER SPLASH PARTY MORGAN PARK 100-60-610-53100-00000 (31.43)$ 247326 07/25/2024 SMART & FINAL MATERIALS & SUPPLIES FOR SENIOR CENTER 100-60-630-53100-00000 25.27$ 247326 07/25/2024 SMART & FINAL MATERIALS & SUPPLIES FOR SENIOR CENTER 100-60-630-53100-00000 105.77$ 247326 07/25/2024 SMART & FINAL MATERIALS & SUPPLIES FOR SENIOR CENTER 100-60-630-53100-00000 25.87$ 247326 07/25/2024 SMART & FINAL MATERIALS & SUPPLIES FOR COFFEE WITH PARKS EVENTS 100-60-610-53100-00000 126.26$ 247327 07/25/2024 SO CAL SANITATION PORTABLE RESTROOM/WATER STATION RENTAL 7/2-5/2024 100-60-610-53391-16145 1,973.48$ 247328 07/25/2024 SOTERO JR. MENDOZA RENTAL DEPOSIT ESTHER SNY BASKETBALL GYM 7/21/2024 501-60-000-22333-00000 150.00$ 247329 07/25/2024 THE LOVEJOY GROUP, LLC CA-LOS ANGELES LAW ENFORCEMENT HIRING EXPO 8/23/24 100-10-150-51101-11124 525.00$ 247330 07/25/2024 TWO WAY DIRECT DIGITAL RADIOS USED FOR DOWNTOWN STREET MARKET 100-60-610-53100-16101 4,891.97$ 247331 07/25/2024 U.S. POSTAL SERVICE POSTAGE SERVICES FOR BP FOR AUG. 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VALENCIA ARPA REIM-REGIST-SUMMER CAMP-7/1-7/5/2024 275-60-734-53370-16077 149.00$ 247339 07/25/2024 ELIZABETH ARZOLA ARPA REIM-REGIST-SUMMER CAMP-7/1-7/5/2024 275-60-734-53370-16077 159.00$ 247340 07/25/2024 ERI JUANN WONG ARPA REIM-REGIST-SUMMER CAMP-7/1-7/5/2024 275-60-734-53370-16077 77.00$ 247341 07/25/2024 GABRIELA VELASQUEZ ARPA REIM-REGIST-SUMMER CAMP-7/1-7/5/2024 275-60-734-53370-16077 77.00$ 247342 07/25/2024 INTERMEX INC DEPOSIT-TRANSPORT TO OLD WORLD VILLAGE-10/30/2024 275-60-726-51101-16074 325.00$ 247343 07/25/2024 JESSICA GONZALEZ ARPA REIM-REGIST-SUMMER CAMP-7/1-7/5/2024 275-60-734-53370-16077 159.00$ 247344 07/25/2024 KAREN KA YIN HO ARPA REIM-REGIST-SUMMER CAMP-7/1-7/5/2024 275-60-734-53370-16077 77.00$ 247345 07/25/2024 MARIA ESTER ALBINO ARPA REIM-REGIST-SUMMER CAMP-7/1-7/5/2024 275-60-734-53370-16077 149.00$ 247346 07/25/2024 MARINA L. GARCIA ARPA REIM-REGIST-SUMMER CAMP7/1-7/5/2024 275-60-734-53370-16077 169.00$ 247347 07/25/2024 RUTH ABIGAIL GAMERO DE ALARCON ARPA BASIC REIM REG. SUMMER CAMP 6/10-6/28/2024 275-60-734-53370-16077 57.75$ DFT0009303 07/18/2024 PERS-RETIREMENT PERS SURVIVOR RETIREMENT 100-00-000-21207-00000 184.14$ DFT0009304 07/18/2024 PERS-RETIREMENT PERS ADDITIONAL RETIREE SVC CR 100-00-000-21206-00000 279.60$ DFT0009305 07/18/2024 PERS-RETIREMENT PERS ADDITIONAL RETIREE SVC CR 100-00-000-21206-00000 289.47$ DFT0009306 07/18/2024 PERS-RETIREMENT PERS REDEPOSIT 100-00-000-21206-00000 21.78$ DFT0009307 07/18/2024 PERS-RETIREMENT PERS SWORN- 344 100-00-000-21206-00000 21,332.74$ DFT0009331 07/18/2024 PERS-RETIREMENT PERS SWORN CITY PAID - PEPRA 100-00-000-21256-00000 21,006.57$ DFT0009332 07/18/2024 PERS-RETIREMENT PERS SWORN ER REG PAY 100-00-000-21256-00000 22,840.08$ DFT0009308 07/18/2024 PERS-RETIREMENT PERS MISC 350 100-00-000-21206-00000 14,860.46$ DFT0009309 07/18/2024 PERS-RETIREMENT PERS SWORN 351 100-00-000-21206-00000 7,582.35$ DFT0009310 07/18/2024 PERS-RETIREMENT PERS MISC 352 100-00-000-21206-00000 11,358.68$ DFT0009333 07/18/2024 PERS-RETIREMENT PT PERS MISC CITY PAID 100-00-000-21256-00000 774.40$ DFT0009334 07/18/2024 PERS-RETIREMENT PERS MISC CITY PAID 100-00-000-21256-00000 23,280.99$ DFT0009335 07/18/2024 PERS-RETIREMENT PERS MISC CITY PAID - PEPRA 100-00-000-21256-00000 19,623.15$ DFT0009347 07/10/2024 MASSMUTUAL EMPOWER 100-00-000-21213-00000 8,725.99$ DFT0009348 07/29/2024 PERS-RETIREMENT PERS SURVIVOR RETIREMENT 100-00-000-21207-00000 4.00$ DFT0009349 07/29/2024 PERS-RETIREMENT PERS MISC 350 100-00-000-21206-00000 94.82$ DFT0009350 07/29/2024 PERS-RETIREMENT PERS MISC 352 100-00-000-21206-00000 120.00$ DFT0009352 07/10/2024 MASSMUTUAL DEFERRED COMP LOAN REPAYMENT 100-00-000-21231-00000 934.01$ DFT0009353 07/10/2024 MASSMUTUAL EMPOWER CITY PAID 100-00-000-21257-00000 5,250.00$ DFT0009354 07/29/2024 PERS-RETIREMENT PERS MISC CITY PAID 100-00-000-21256-00000 153.48$ DFT0009355 07/29/2024 PERS-RETIREMENT PERS MISC CITY PAID - PEPRA 100-00-000-21256-00000 207.20$ DFT0009356 07/10/2024 INTERNAL REVENUE SERVICE FEDERAL INCOME TAX PAYMENT 100-00-000-21203-00000 354.51$ DFT0009357 07/10/2024 INTERNAL REVENUE SERVICE MEDICARE PAYMENT 100-00-000-21201-00000 497.44$ DFT0009358 07/10/2024 STATE OF CALIFORNIA EMPLOYMENT STATE INCOME TAX PAYMENT 100-00-000-21202-00000 34.36$ DFT0009396 07/11/2024 MASSMUTUAL EMPOWER 100-00-000-21213-00000 17,555.00$ DFT0009397 07/11/2024 MASSMUTUAL EMPOWER RETIREMENT 100-00-000-21213-00000 3,498.09$ DFT0009398 07/11/2024 MASSMUTUAL EMPOWER 100-00-000-21232-00000 1,065.00$ DFT0009399 07/11/2024 MASSMUTUAL EMPOWER 100-00-000-21232-00000 1,278.77$ DFT0009400 07/11/2024 AMERICAN FIDELITY ASSURANCE COMPANY FSA - AMERICAN FIDELITY ASSURANCE COMPANY 100-00-000-21216-00000 917.45$ DFT0009420 07/12/2024 STATE DISBURSEMENT SDU - CHILD SUPPORT 100-00-000-21225-00000 2,201.36$ DFT0009421 07/11/2024 MASSMUTUAL DEFERRED COMP LOAN REPAYMENT 100-00-000-21231-00000 252.03$ DFT0009422 07/11/2024 MASSMUTUAL DEFERRED COMP LOAN REPAYMENT 100-00-000-21231-00000 52.58$ DFT0009423 07/11/2024 MASSMUTUAL DEFERRED COMP LOAN REPAYMENT 100-00-000-21231-00000 18.81$ DFT0009424 07/11/2024 MASSMUTUAL DEFERRED COMP LOAN REPAYMENT 100-00-000-21231-00000 51.54$ DFT0009425 07/11/2024 MASSMUTUAL EMPOWER CITY PAID 100-00-000-21257-00000 3,150.00$ DFT0009426 07/11/2024 MASSMUTUAL MASS MUTUAL CITY PAID 100-00-000-21257-00000 2,550.00$ DFT0009427 07/11/2024 MASSMUTUAL EMPOWER CITY PAID 100-00-000-21257-00000 933.40$ DFT0009438 07/11/2024 INTERNAL REVENUE SERVICE FEDERAL INCOME TAX PAYMENT 100-00-000-21203-00000 119,688.29$ DFT0009439 07/11/2024 INTERNAL REVENUE SERVICE SOCIAL SECURITY PAYMENT 100-00-000-21200-00000 9,626.12$ DFT0009440 07/11/2024 INTERNAL REVENUE SERVICE MEDICARE PAYMENT 100-00-000-21201-00000 28,192.68$ DFT0009448 07/18/2024 AUL HEALTH BENEFIT TRUST AUGUST 2024-RETIREE MIDAMERICA HRA ACH PAYMENT 100-25-299-50223-00000 69,373.25$ DFT0009505 07/25/2024 STATE DISBURSEMENT SDU - CHILD SUPPORT 100-00-000-21225-00000 2,201.36$ Grand Total: 2,304,718.20$
DFT0009441 07/11/2024 STATE OF CALIFORNIA EMPLOYMENT STATE INCOME TAX PAYMENT 100-00-000-21202-00000 46,771.23$ DFT0009443 07/29/2024 PERS-RETIREMENT INV0060478-CREDIT 100-00-000-21206-00000 (120.00)$ DFT0009444 07/29/2024 PERS-RETIREMENT INV0060484-CREDIT 100-00-000-21256-00000 (207.20)$

STAFF REPORT
ITEM NO. ____2____

TO: Honorable Mayor and Members of the City Council
FROM: Shirley Quinones, Chief Deputy City Clerk
DATE: August 7, 2024
SUBJECT: Meeting Minutes of July 17, 2024

SUMMARY
The City Council held the following meetings on July 17, 2024 Special City Council Meeting, Regular City Council Meeting, Finance Authority Meeting, and Housing Authority Meeting.

RECOMMENDATION
It is recommended that the City Council approve the following meeting minutes of the Special City Council Meeting, Regular City Council Meeting, Finance Authority Meeting and the Housing Authority Meeting held on July17, 2024.

FISCAL IMPACT
There is no fiscal impact associated with this item.

ALTERNATIVES
None

LEGAL REVIEW
This report does not require legal review.

ATTACHMENTS

1. Meeting Minutes of July 17, 2024

07-19-2024 Special City Council Meeting Minutes

CITY COUNCIL

SPECIAL MEETING
Minutes
July 17, 2024, 5:00 PM

Mayor
Mayor Pro Tem
Councilmember
Councilmember
Councilmember
Emmanuel J. Estrada
Jean M. Ayala
Alejandra Avila
Daniel Damian
Monica Garcia
These minutes are presented in Agenda order.

CALL TO ORDER

The meeting was called to order at approximately 5:03 p.m. by Mayor Pro Tem Ayala.

ROLL CALL

City Clerk Saenz performed roll call:

MEMBERS:

Councilmember Alejandra Avila (present)
Councilmember Daniel Damian (present)
Councilmember Monica Garcia (present arrived at 5:20 p.m.) Mayor Pro Tem Jean M. Ayala (present, arrived 5:15 p.m.) Mayor Emmanuel Estrada (present)

PUBLIC COMMUNICATIONS
The Mayor opened public communications at approximately 5:04 p.m., seeing no one wishing to speak public communications was closed.

OPEN SESSION/STUDY SESSION

RECESS CLOSED SESSION - The City Council recessed to closed session at approximately 5:04 p.m.

1. Conference with Legal Counsel – Existing Litigation
Pursuant to paragraph (1) of subdivision (d) of Government Code Section 54956.9:

Case: K8 Investor Holding, LLC Case No. 2:23-CV-02428-SVW(PVCx) vs City of Baldwin Park

No Reportable Action

Case: DJCBP Corporation dba Tier One Case No. 2:23-cv-00384 Consulting and David Ju

No Reportable Action

Case: DJCBP Corporation dba Tier One v City of Baldwin Park et al Los Angeles Superior Court

No Reportable Action

07-19-2024 Special City Council Meeting Minutes

Case: National Prescription Opiate Litigation Case No. 1:17-md-2804

No Reportable Action

2. Conference with Real Property Negotiators
Pursuant to California Government Code, Section 54956.8

Property: Susan Rubio Zocalo Park Retail Space
Agency negotiator: Enrique C. Zaldivar, CEO; Ron Garcia, Director of Community Development

Negotiating parties: La Cocinta
Negotiating parties: La Cosecha Mexican Bistro

No Reportable Action

ADJOURNMENT

The meeting was adjourned at approximately 8:54 p.m. by Mayor Estrada.

ATTEST:

________________________
Christopher Saenz, City Clerk
Emmanuel J Estrada, Mayor

APPROVED: August 7, 2024

07-17-2024 Regular City Council Meeting Minutes

CITY COUNCIL

REGULAR MEETING
Minutes
July 17, 2024, 7:00 PM

Mayor
Mayor Pro Tem
Councilmember
Councilmember
Councilmember
Emmanuel J. Estrada
Jean M. Ayala
Alejandra Avila
Daniel Damian
Monica Garcia
These minutes are presented in Agenda order.

CALL TO ORDER

The meeting was called to order at approximately 5:11 p.m. by Mayor Pro Tem Ayala.

INVOCATION

The invocation was led by Pastor Jackson.

PLEDGE OF ALLEGIANCE

The Pledge of Allegiance was led by Mayor Pro Tem Ayala.

ROLL CALL

City Clerk Saenz performed roll call:

MEMBERS:

Councilmember Alejandra Avila (present)
Councilmember Daniel Damian (present)
Councilmember Monica Garcia (present)
Mayor Pro Tem Jean M. Ayala (present)
Mayor Emmanuel Estrada (present)

REPORT FROM CLOSED SESSION

City Attorney Tabares announced that the City Council met in closed session and all the Councilmembers were present; the City Council heard all the items listed on the Special Agenda and there is no reportable action.

ANNOUNCEMENTS

The M ayor announced that t he City Council are also members of the Board of Directors of the Housing Authority and Finance Authority which are concurrently convening with the City Council this evening and each Council Member is paid an additional stipend.

Councilmember Garcia requested the meeting be closed in Honor of Antonio Gallegos.

PROCLAMATIONS, COMMENDATIONS & PRESENTATIONS

Hometown Hero Military Banner presented to Everett N. Marquez, served in the United States Marines Corps – move to a future meeting.

The Mayor presented Certificate of Recognition presented to NextGen Students

The Mayor prese nted Certificate of Recognition to the Waste Management Award of Scholarships and Internships presented to Justin Nicholas Gonzalez Romo (scholarship & internship), Chelsea Alyanna Teng (internship), and Gustavo Trujillo Jr. (scholarship)

The Mayor and the City Council proclaimed July 2024 as Park and Recreation Month, proclamation presented to the Department of Recreation and Community Services

07-17-2024 Regular City Council Meeting Minutes

PUBLIC COMMUNICATIONS

Mayor Estrada opened public communications at approximately 7:59 p.m.

The following spoke:
1) Irma Morales 5) email will be distributed to Council 2) Cecelia Bernal 6) Xavier
3) Dan Tran 7) Edson Chavez 4) Anita Diaz 8) Helen Hernandez Seeing no one else wishing to speak, public communications was closed.

CONSENT CALENDAR

1. City of Baldwin Park’s Warrants and Demands
Motion to ratify the attached Warrants and Demands Register.

MOTION: It was moved by Emmanuel Estrada, seconded by Monica Garcia to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

2. Treasurer’s Report City (CC) – May 2024
Motion to receive and file the Treasurer’s Report for May 2024.

MOTION: It was moved by Emmanuel Estrada, seconded by Monica Garcia to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

3. Treasurer’s Report City (CC) – June 2024
Motion to receive and file the Treasurer’s Report for June 2024.

MOTION: It was moved by Emmanuel Estrada, seconded by Monica Garcia to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

4. Meeting Minutes for June 19, 2024
Motion to approve the Special City Council Meeting, Regular City Council Meeting, Finance Authority Regular Meeting and the Housing Authority Regular Meeting held on June 19, 2024.

MOTION: It was moved by Emmanuel Estrada, seconded by Monica Garcia to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

5. Approval of the Safe Clean Water (SCW) Program Revenue Transfer Agreement between the City of Baldwin Park and Los Angeles County Flood Control District for the City of Baldwin Park’s Annual Allocation
Motion to:

1. Approve the Transfer Agreement between the City of Baldwin Park and the Los Angeles County Flood Control District for the City’s annual allocation of funds from the Safe Clean Water (SCW) Program; and

2. Authorize the Director of Finance to make necessary budget adjustments and appropriate projected FY 2024-25 Measure W funds in the amount of $720,000; and

3. Authorize the Chief Executive Officer/City Manager to execute the Transfer Agreement and related documents.

MOTION: It was moved by Emmanuel Estrada, seconded by Monica Garcia to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

07-17-2024 Regular City Council Meeting Minutes

6. Grant Reimbursement report for 4th Quarter FY23 -24-April 1, 2024 to June 30, 2024 for the Department of Public Works
Motion to receive and file this report.

MOTION: It was moved by Emmanuel Estrada, seconded by Monica Garcia to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

7. Approval for Pay Trac On-line Credit Card Processing Services with Vermont Systems

1. Approve Pay Trac On-line Credit Card Processing Services with Vermont Systems to offer online credit card processing services with a processing fee of 3% per transaction applied to online registration customers; and

2. Authorize the Director of Recreation & Community Services to execute any associated documents necessary for the Pay Trac On -line Credit Card Processing Services with Vermont Systems; and

3. Authorize the Director of Finance to complete necessary documents for Pay Trac On-Line Credit Card Processing Services with Vermont Systems and to appropriate funding and make necessary changes to the budget.

Item #7 was pulled

MOTION: It was moved to table to another meeting by Emmanuel Estrada, seconded by Jean M Ayala to table Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, A YALA,

ESTRADA

8. Waive Formal Bid Procedures and Authorize Service Agreement with Honeywell Building Automation for the Heating, Ventilation, and Air Conditioning System Motion to:

1. Waive formal bid procedures per the Baldwin Park Municipal Code § 34.23(C); and

2. Authorize the five-year Service Agreement and Addendum to the Service Agreement with Honeywell Building Automation; and

3. Authorize the Director of Recreation & Community Services to execute any other associated documents needed for the Agreement; and

4. Authorize the Director of Finance to appropriate funds included in the FY 24 -25 budget and make necessary adjustments to the budget.

MOTION: It was moved by Emmanuel Estrada, seconded by Monica Garcia to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

9. Accept Construction Improvements and Authorize the Filing of a Notice of Completion for City Project, CIP 22-040 Calino Avenue Sewer and Storm Drain Improvements Motion to:

1. Accept the construction improvements by Gentry General Engineering Company of Colton, CA and Authorize recordation of a Notice of Completion for City Project CIP 22 –040 Calino Avenue Sewer and Storm Drain Improvements; and,

2. Authorize the release of retention funds in the amount of up to $44,197.66 to Gentry General Engineering Company upon the expiration of 35-day notice period; and,

3. Authorize expenditure in the amount of $21,000 from the available balance of the approved project budget in Account No. 275-50-752-58100-55021 to cover cost overruns related to the construction change orders and close-out of the project.

4. Authorize the Director of Finance to make the appropriation and necessary budget adjustments.

MOTION: It was moved by Emmanuel Estrada, seconded by Monica Garcia to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA 07-17-2024 Regular City Council Meeting Minutes

PUBLIC HEARING - None

REPORTS OF OFFICERS

10. US Supreme Court Ruling on Cities Authority to Enforce Camping Ordinances The City Council:

1. Directed Staff to present to the City Council applicable policy changes to the City’s approach and procedures for enforcement of public encampments and for conducting encampment cleanups, in light of the Supreme Court ruling.

2. Directed Staff to continue to lead our interaction with unhoused individuals with an offer for supportive services, including transitional housing.

CITY COUNCIL ACTING AS SUCCESSOR AGENCY OF THE DISSOLVED COMMUNITY

DEVELOPMENT COMMISSION

SA 1. Successor Agency to the Dissolved Community Development Commission of The City of Baldwin Park Warrants and Demands
Motion to ratify the attached Warrants and Demands Register.

MOTION: It was moved by Emmanuel Estrada, seconded by Daniel Damian to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

SA 2. Treasurer’s Report SA – May 2024
Motion to receive and file the Treasurer’s Report for May 2024.

MOTION: It was moved by Emmanuel Estrada, seconded by Daniel Damian to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

SA 3. Treasurer’s Report SA – June 2024
Motion to receive and file the Treasurer’s Report for June 2024.

MOTION: It was moved by Emmanuel Estrada, seconded by Daniel Damian to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

CITY COUNCIL / CITY CLERK / CITY TREASURER / STAFF REQUESTS & COMMUNICATION

Councilmember Damian sought consensus from the City Council to direct staff to pursue the development of a Memorandum of Understanding (MOU) with the Los Angeles County Department of Children and Family Services (DCFS) for the placement into housing of at young adults existing out of foster care or transitional housing, utilizing DCFS’s Housing Voucher Program.

ADJOURNMENT

The meeting was adjourned at approximately 8:54 p.m. by Mayor Estrada.

ATTEST:

________________________
Christopher Saenz, City Clerk
Emmanuel J Estrada, Mayor

APPROVED: August 7, 2024

FINANCE AUTHORITY

REGULAR MEETING
Minutes
July 17, 2024, 7:00 PM

Chair
Vice-Chair
Board Member
Board Member
Board Member
Emmanuel J. Estrada
Jean M. Ayala
Alejandra Avila
Daniel Damian
Monica Garcia
These minutes are presented in Agenda order.

CALL TO ORDER
The meeting was called to order at approximately 7:11 p.m. by Vice-Chair Ayala.

ROLL CALL
City Clerk Saenz performed roll call:

MEMBERS:

Board Member Alejandra Avila (present)
Board Member Daniel Damian (present)
Board Member Monica Garcia (present)
Vice-Chair Jean M. Ayala (present)
Chair Emmanuel Estrada (present)

PUBLIC COMMUNICATIONS
Chair Estrada opened public communications at approximately 7:59 p.m.

The following spoke:
1) Irma Morales 5) email will be distributed to Council 2) Cecelia Bernal 6) Xavier
3) Dan Tran 7) Edson Chavez 4) Anita Diaz 8) Helen Hernandez Seeing no one else wishing to speak, public communications was closed.

CONSENT CALENDAR

1. Treasurer’s Report FA – May 2024
Motion to receive and file the Treasurer’s Report for May 2024.

MOTION: It was moved by Emmanuel Estrada, seconded by Daniel Damian to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

2. Treasurer’s Report FA – June 2024
Motion receive and file the Treasurer’s Report for June 2024.

MOTION: It was moved by Emmanuel Estrada, seconded by Daniel Damian to adopt Motion Passed [5 – 0]. AYES: AVILA, DAMIAN, GARCIA, AYALA, ESTRADA

ADJOURNMENT
The meeting was adjourned at approximately 8:54 p.m. by Chair Estrada.

ATTEST:

________________________
Christopher Saenz, City Clerk
Emmanuel J Estrada, Mayor

APPROVED: August 7, 2024

HOUSING AUTHORITY

REGULAR MEETING
Minutes
July 17, 2024, 7:00 PM

Chair
Vice-Chair
Board Member
Board Member
Board Member
Emmanuel J. Estrada
Jean M. Ayala
Alejandra Avila
Daniel Damian
Monica Garcia
These minutes are presented in Agenda order.

CALL TO ORDER
The meeting was called to order at approximately 7:11 p.m. by Vice-Chair Ayala.

ROLL CALL
City Clerk Saenz performed roll call:

MEMBERS:

Board Member Alejandra Avila (present)
Board Member Daniel Damian (present)
Board Member Monica Garcia (present)
Vice-Chair Jean M. Ayala (present)
Chair Emmanuel Estrada (present)

PUBLIC COMMUNICATIONS
Chair Estrada opened public communications at approximately 7:59 p.m.

The following spoke:
1) Irma Morales 5) email will be distributed to Council 2) Cecelia Bernal 6) Xavier
3) Dan Tran 7) Edson Chavez 4) Anita Diaz 8) Helen Hernandez Seeing no one else wishing to speak, public communications was closed.

CONSENT CALENDAR

1. Baldwin Park Housing Authority’s Warrants and Demands Staff recommends that the Board ratify the attached Warrants and Demands Register.

2. Treasurer’s Report HA – May 2024
Staff recommends that the Board receive and file the Treasurer’s Report for May 2024.

3. Treasurer’s Report HA – June 2024
Staff recommends that the Board receive and file the Treasurer’s Report for June 2024.

Items will be heard at the August 7, 2024 Meeting.

ADJOURNMENT
The meeting was adjourned at approximately 8:54 p.m. by Chair Estrada.

ATTEST:

________________________
Christopher Saenz, City Clerk
Emmanuel J Estrada, Mayor

APPROVED: August 7, 2024

STAFF REPORT
ITEM NO. ____3____

TO: Honorable Mayor and Members of the City Council
FROM: Sam Gutierrez, Director of Public Works
PREPARED BY: Romany Basilyous, Engineering Manager
DATE: August 7, 2024
SUBJECT: Approval of Parcel Map N o. 84199 to consolidate five (5) lots, abandon a street right-of-way, and a City parking lot into one (1) approximate 92,680 square foot lot for the development of the Zocalo Civic Plaza Project

SUMMARY
This item seeks City Council approval of Parcel Map No. 84199 pursuant to the Subdivision Map Act and Section 152.09 of the City of Baldwin Park Municipal Code. Parcel Map No. 84199 will consolidate five (5) existing lots into a single lot consisting of approximately 92,680 square feet and cause the abandonment of the City street right-of-way previously used as a City parking lot to accommodate development of the previously approved Zocalo Civic Plaza Project.

RECOMMENDATION
It is recommended that the City Council:

1. Approve Parcel Map No. 84199, and

2. Authorize the City Clerk to execute and transmit Parcel Map No. 84199 to the County of Los Angeles for recordation.

FISCAL IMPACT
These actions will not have a negative impact on the City’s General Fund.

BACKGROUND
The subject site is an approximate 2.13 acre property (approximately 92,680 square feet) located at the northwest intersection of Maine Avenue and Pacific Avenue, and extends south of Maine Street in downtown Baldwin Park.

On March 27, 2024, the Planning Commission adopted Planning Commission Resolution No. PC 23-26 adopting Tentative Parcel Map No. 84199 (“TPM 84199”) and consolidating five (5) existing lots into a single lot consisting of approximately 92,680 square feet and causing the abandonment of the City street right of way and parking lot to accommodate the development of the subject site into the previously approved Susan Rubio Zocalo Park and Civic Center Plaza project.

On April 4, 2024, a member of the public served a formal appeal of the City Planning Commission’s approval of TPM 84199 and the abandonment of the right-of-way. On May 15, 2024, at a duly noticed hearing, the City Council upheld the Planning Commission’s Resolution PC 23-26 approving TPM 84199 and the abandonment of portion of Maine Ave right-of-way.

DISCUSSION
The acting City Engineer has reviewed the Parcel Map No. 84199 and finds that it substantially conforms to TPM 84199, the provisions of the Subdivision Map Act, and the local subdivision ordinance of the City of Baldwin Park applicable at the time of the approval of TPM 84199.

A Parcel Map that is in substantial compliance with the previously approved tentative map cannot be denied by the City Council for approval (Government Code §66474.1). Further, if the Parcel Map is not approved at the first meeting or at the subsequent meeting from when the Parcel Map was presented for approval to the City Council, and the map is in conformance with the requirements of the Subdivision Map Act, the map will be deemed approved without any further action by the City Council (Government Code §66458). Approval of Parcel Map No. 84199 , and its subsequent recordation, will allow the City, to meet the conditions of approval for Tentative Parcel Map No. 84199, and to facilitate the completion of the proposed construction.

ALTERNATIVES
Because Parcel Map No. 84199 is both in substantial compliance with the previously approved tentative map and it is in conformance with the requirements of the Subdivision Map Act, there is no alternative but to approve.

CEQA REVIEW
Pursuant to State CEQA Guidelines §151692 , Public Resources Code §21166, o nce an Environmental Impact Report (EIR) has been certified for a project, the lead agency shall not require preparation of a subsequent of supplemental EIR unless certain conditions are met.

No further environmental review is required because none of the conditions in Public Resources Code Section 21166 and/or State CEQA Guidelines Section 15162 are triggered by the approval of the Parcel Map. The action falls within the scope of the 2016 TOD Downtown Specific Plan EIR, which was certified in October 2015, and the Addendum to the TOD Downtown Specific Plan EIR, which was adop ted in February 2022 , because the Zocalo Civic Plaza Park (also referred to as the Arts Park or Civic Park) was analyzed in both of these environmental documents. Furthermore, the traffic study prepared for this project by a traffic engineering consultant confirms that the project would have no new significant traffic and parking impacts outside the purview of the EIR and Addendum. Additionally, approval of this Parcel Map will not result in new or more severe impacts requiring additional environmental review.

LEGAL REVIEW
This report has been reviewed and approved by the City Attorney as to legal form and content.

ATTACHMENTS

1. Parcel Map No. 84199

2. City Council Staff Report dated May 15, 2024 & Planning Commission & Planning Commission Resolution PC 23-26

STAFF REPORT
ITEM NO. 13

TO: Honorable Mayor and Members of the City Council
FROM: Ron Garcia, Director of Community Development
PREPARED BY: Nick Baldwin, City Planner
DATE: May 15, 2024
SUBJECT: Appeal of the Planning Commission’s March 27, 2024, adoption of a tentative parcel map (TPM 084199).

SUMMARY
On March 27, 2024, the City Planning Commission adopted Planning Commission Resolution No. PC 23- 26 adopting Tentative Parcel Map No. 84199 and consolidating five (5) existing lots into a single lot consisting of approximately 92,680+ square feet and vacating the right -of-way previously used as a City parking lot to accommodate development of the Zocalo Civic Plaza Project.

On April 4, 2024, a member of the public served a formal appeal of the City Planning Commission’s approval of TPM 84199 and of the vacation of the right-of-way.

This report is submitted in response to the April 4, 2024 appeal

RECOMMENDATION
It is recommended that the City Council

1. Conduct a public hearing.

2. Find that pursuant to Public Resources Code section 21166 and State CEQA Guidelines section 15162, the Project was analyzed by the 2016 TOD Downtown Specific Plan EIR (Exhibit C) and Addendum to the 2016 TOD Downtown Specific Plan EIR (Exhibit D), as well as the Transportation Assessment (Exhibit E) that was prepared for this Project and that no further environmental review is necessary.

3. City Council action to:

a. Uphold the Planning Commission’s decision and find that pursuant to Public Resources Code section 21166 and State CEQA Guidelines section 15162, the Project was analyzed by the 2016 Downtown Specific Plan EIR (Exhibit C) and Addendum to the 2016 TOD Downtown Specific Plan EIR (Exhibit D), as well as the Transportation Assessment (Exhibit E) that was prepared for this Project and that no further environmental review is necessary, and adopt the following titled Resolution (No. CC 24-13—Exhibit M): A RESOLUTION OF THE CITY COUNCIL DENYING

THE APPEAL AND UPHOLDING THE APPROVAL OF THE PLANNING COMMISSION OF

THE CITY OF BALDWIN PARK FOR A TENTATIVE PARCEL MAP TO CONSOLIDATE FIVE (5) LOTS, STREET RIGHT- OF-WAY, AND A CITY PARKING LOT INTO ONE (1) 92,680 SQUARE FOOT LOT FOR THE DEVELOPMENT OF THE ZOCALO CIVIC PLAZA

PROJECT LOCATED AT THE NORTHWEST INTERSECTION OF MAINE AVENUE AND PACIFIC AVENUE AND EXTENDING SOUTH OF MAINE STREET, (APPLICANT: CITY OF BALDWIN PARK, CASE NUMBER TPM 84199).

FISCAL IMPACT
There is no fiscal impact associated with this item. The appellant is responsible for the appeal fee.

BACKGROUND
The subject site is an approximate 2.13 acre property (approximately 92,680 square feet) located at the northwest intersection of Maine Avenue and Pacific Avenue, and extends south of Maine Street in downtown Baldwin Park (“Site”). The Site is bounded by commercial businesses and a mixed- use business that front onto Ramona Blvd. to the north, commercial businesses and a single -family residence to the southwest, a church and a commercial business to the south, and City Hall to the east. The Site had been developed with a parking lot, landscape planters, an abandoned building that was once a construction company office, and a segment of Maine Avenue located between Sterling Way and Pacific Avenue. Much of the parking lot was historically constructed within a right - of-way easement that was formerly Pacific Avenue. The improvements on the Site were demolished late last year (See Exhibit H, Photos).

The Site is the location for the proposed Susan Rubio - Zocalo Park & Civic Center Plaza Project, a walkable plaza and new passive park with public art, decorative lighting, pavilion, retail building, city monument signs, parking and driveway areas and water conservation features (“Project”). A small commercial building of approximately 3,250 square feet is proposed along the plaza’s frontage on Sterling Way. This building is envisioned to be divided into two or three units and leased to businesses engaged in food sales or other commercial activities compatible with the plaza use.

The Project also incorporates a City -owned parking lot and right of way along Pacific Avenue and a County owned easement surrounding a Baldwin Park Unified School District -owned parcel, though the School District parcel itself is excluded from the lot consolidation . Lastly, there are three parcels shown on the plan with existing vehicular access easements that are intended to be integrated into this project, but under a separate instrument and are not part of the Tentative Parcel Map request.

In order to accommodate construction of the improvements for the Project, the various lots that comprise the Site needed to have been consolidated. The Site consists of five (5) existing lots. Once combined, the Site will consist of a single, 2.13 acre site (approximately 92,680 square feet). The parcel map also vacates and abandons excess right-of-way that is no longer needed for the Project when the Final Map for this project is approved. The excess right-of-way was used for right - of-way and for parking purposes. Consolidation facilitates construction of the Project improvements without having to worry about building code separation requirements from lot lines.

California Government Code, Sections 66434(g) and 66499.20.2 generally authorizes the preparation of maps to merge and resubdivide lands. These sections provide (in part) that “[T]he filing of the [final] map shall constitute legal merger and resubdivision of the land affected thereby, and shall also constitute abandonment of all public streets and public easements not shown on the map, provided that a written notation of each abandonment is listed by reference to the recording data creating these public streets or public easements, and certified to on the map by the clerk of the legislative body or the designee of the legislative body approving the map.” Thus, approval and recordation of the final map will both consolidate the existing lots into one lot and vacate and abandon the existing right-of-way areas described.

This project was brought before the Planning Commission at the February 14, 2024 meeting where it was continued to the March 27, 2024 meeting, where it was ultimately heard by the Planning Commission.

At the March 27 th meeting, City Staff, acting on behalf of the City as the Applicant, requested and obtained approval of Tentative Parcel Map No. 84199 to consolidate five parcels and vacate street right-of-way and a City parking lot. City Planning Commission approved TPM 84199 on March 27, 2024. The Ashers, owners of properties located at 14402 Pacific Avenue and 14410 Pacific Avenue, appealed the Planning Commission’s decision (“Appellant”).

TABLE A

PROJECT PARCEL DATA

ASSESSOR

PARCEL NUMBER

PROPERTY
OWNER
PARCEL
SIZE (square
feet)

CURRENT USE
1 8553-011-901 City 6,173 Parking Lot, Planter
2 8553-011-902 Redevelopment
Agency Successor 3,166 Parking Lot
3 8553-011-903 Redevelopment
Agency Successor 4,394 Parking Lot
4 8553-011-904 Redevelopment
Agency Successor 5,501 Parking Lot
5 8553-011-905 Redevelopment
Agency Successor 5,201 Parking Lot
6 Street, Maine St.
from Sterling Way to
Pacific Avenue
City 62,734
Street

GENERAL & SPECIFIC PLAN CONSISTENCY
Baldwin Park General Plan
Appellant claims that the Project is inconsistent with the City’s General Plan. This is incorrect. The Project is consistent with the General Plan, which seeks to utilize open spaces for the development of new parks and recreational facilities. (City of Baldwin Park 2020 General Plan - Open Space and Conservation Element, Goal

1.0; Policy 1.2) The Land Use Element & Map of the Baldwin Park General Plan designates the Site as Mixed- Use. Consolidation of the lots by the map and development of the Project and all of its components on the Site would be consistent with this designation because open space and commercial are uses permitted for lots with this land use designation. In addition, the map and development of the Project would be consistent with the following General Plan policies:

Policy –
LU 8.2: “Define Downtown as a pedestrian overlay zone, and require that new uses and buildings enhance pedestrian activity (refer to techniques outlined in Policy 3.1 of the Urban Design Element)”.

Policy –

LU 8.4: “Encourage the development of outdoor cafes, flower sales, stalls, or kiosks, and other uses which are compatible with and stimulate pedestrian activity.”

Policy –
LU 8.7: “Create an active “paseo” in the courtyard of City Hall. Provide pedestrian connections to Downtown.”

Policy –
OS&C 1.2: “Establish as a priority for funding the acquisition and development of parks and recreational facilities in neighborhoods where there are a shortage of parks.”

Specific Plan Consistency

Appellant is also incorrect when it argues that the Project is inconsistent with the City’s Downtown Specific plans.

Both the 2016 and 2022 Downtown Specific Plans contemplate the development of the Project. Development of the Project was originally undertaken in fulfillment of the vision and land use plan contained in the 2016 Downtown TOD Specific Plan (Exhibit G, pages 27- 28) which was the guiding land use document for the area that was in effect at that time the Project was conceived. The Site was designated as Mixed Use (MU -1) within the 2016 Downtown TOD Specific Plan. While the land use designation indicates mixed use development is allowed, the 2016 Downtown TOD Specific Plan allowed an option for the Site to be developed as civic plaza to celebrate the arts and community events (Exhibit G, 2016 Downtown TOD Specific Plan, pages 27, 28). This designation allowed flexibility in use type, which is why open space is one of the uses permitted by right in this land use designation (Exhibit G, Table 4-1).

In March of 2022, the City Council adopted a revised Downtown Specific Plan to replace the 2016 Downtown TOD Specific Plan. The Site is designated as Downtown Core in the 2022 Specific Plan. This designation allows for the development of a wide variety of uses. These uses include: Recreation, Education, and Public Assembly uses such as Open Space and Recreation; Retail uses such as Restaurants and Retail businesses; Accessory Commercial Uses such as Outdoor Café and Outdoor Display; Commerce, Manufacturing, and Processing uses that include Artisan manufacturing, and Warehouse; Residential Uses such as Multi -family Residential; Automobile Related Uses such as Vehicle Repair; and Service Uses such as barber shops and offices.

Further, approval of the map and development of the Project on the Site would be consistent with the 2022 Downtown Specific Plan. Specifically, and contrary to Appellant’s arguments, the Project is consistent with the below policy goals from the 2022 Downtown Specific Plan:

Policy –
P1.1: “ Expand and maintain an enhanced, interconnected system of public parks, trails and open space in Downtown area.”
Actions –
• A1.1a: “ Introduce additional public spaces, such as promenade, neighborhood and pocket parks, plazas, and parklets on public land.”
• A 1.1b: “ Enhance and connect public parks, open spaces and trails serving residents and visitors, connecting existing parks and the other Downtown assets through paseos, promenades, trails, and enhanced sidewalks.”
• A 1.1e: “Allow parklets on streets to provide visual interest and expand the useable area of the sidewalk.”

Policy –

P1.6: “Expand the inventory of publicly accessible community gathering spaces so that businesses and residents are within a short walking distance of a park or recreational area.” Actions –
• A1.6b: “Allow parklets on streets to provide visual interest and expand the useable area of the sidewalk.”

Policy –
P2.13: “Expand places and spaces where community events and festivals can occur.” Actions –
• A2.13a: “Develop the Promenade and Paseos and various parks and open spaces in the Downtown area.”

Policy –
P3.8: “Create well-designed spaces for a high-quality user experience for all modes.” Actions –
• A3.8a: “Provide streetscapes and public realms that provide safe and convenient routes for walking and biking.”
• A 3.8d: “ Reduce block lengths for shorter walking and biking distances.” • A3.8e: “Provide a diverse mix of uses that includes housing, employment, retail, and public spaces to create a vibrant urban environment
• A 3.8f: “ Incorporate pedestrian and bicycle safety into plans, programs, and designs.” • A3.8g: “ Incorporate designs that remove barriers to pedestrians, bicyclists, and persons with mobility limitation, connecting sidewalks to bus stops and pathways that do not require passing through parking areas or driveways.

Appellant’s appeal interprets the above policy objectives in an unreasonably narrow fashion. The law grants the City a lot of deference when making determinations on whether a project is consistent with specific plan or general plan. Contrary to Appellant’s assertion, the Project is consistent with all of the above policy objectives. For example, the 2022 Downtown Specific Plan calls for the expansion of public parks and open space in the Downtown area. (2022 Downtown Specific Plan, Policy 1.1) The Policy is furthered by introducing additional public spaces and plazas on public land. (Action 1.1a.) The Policy is also complimented by actions calling for the enhancement of open spaces connecting downtown assets through open spaces and enhanced sidewalks Project (Action 1.1b). The Project is consistent with these objectives. The Project calls for the construction of a public park in the downtown area on public land. Additionally, this Project is connected to other public parks already existing in the downtown area. The Project is also consistent with the other policy objectives noted above because the Project calls for the expansion of public spaces that can host community events. The Project is also plainly consistent with Policy 1.6 and 2.13 because it expands publicly accessible community gathering spaces and spaces that can host community events. Moreover, the 2016 Downtown Specific Plan specifically called for the construction of the community park.

Although the appeal claims that Maine Avenue is part of the Downtown “Core”, the 2022 Downtown Specific Plan more precisely identifies the “Core” at a section of Maine Avenue different from where the Claimants’ businesses are located. (
Id. at p. 34. [“The Downtown Core is the intersection of Ramona Boulevard and Maine Avenue...”]) The portion of Maine Avenue that is at issue here is not a core street under the 2022 Downtown Specific Plan. Furthermore, while housing could be developed in the downtown core, that is not the exclusive potential land use for the area. Furthermore, the Project does not reduce the existing housing supply. While it does reduce potential housing sites, the City has other locations that can be developed for housing.

As demonstrated above, substantial evidence supports a finding that that the Project harmonizes, is in agreement, and is consistent with the 2022 Downtown Specific Plan’s goals and policies.

PARKING AND CIRCULATION

Vehicular access to the consolidated lots and the Project will be provided via Sterling Way and Maine Avenue on the north side of the Project’s boundaries. The existing driveway on the east -west portion of Maine Avenue will be eliminated. A total of 27 parking spaces will be provided. The 2022 Specific Plan does not require parking be provided for open space uses. Nevertheless, parking spaces are provided for practical reasons so that patrons have safe and convenient ways to access the plaza. The parking required for the proposed 3,250 square foot retail space is one parking space per 200 square feet of building area, which equates to 16 parking spaces, so the 27 spaces to be provided exceed the requirement. Additional public parking is available across the street at the City Hall/Metrolink parking structure behind City Hall.

At the time that this project was conceptualized within the 2016 Downtown TOD Specific Plan, the removal of Maine Avenue between Sterling Way and Pacific Avenue was contemplated as part of the 2016 Specific Plan Environmental Impact Report. The closure of a portion of Maine Street between Sterling Way and Pacific Avenue was also studied by the City and its consultant in August 2022 (see Exhibit E). This was prior to the final design of the Project being approved by the Council. In examining this question, the analysis reviewed existing conditions, project description, project site access and circulation scheme, a project trip generation forecast, an assessment of the potential traffic effects associated with the project, a traffic control warrant assessment, as well as a parking assessment. The conclusion of this analysis was that there would be no significant impacts from this closure.

REQUIREMENTS – TENTATIVE PARCEL MAP

1. Adequate systems designed and constructed to provide all necessary utilities to each lot proposed to be created, including, but not limited to, facilities for water, natural gas, electricity, cable television and telecommunications telephone services.

The project has been designed to provide all the necessary utilities to each lot proposed to be created, including, but not limited to, facilities for water, natural gas, electricity, cable television and telecommunications service. All conditions from outside agencies and utility companies shall be met or provided for prior to finalizing the tentative parcel map.

2. An adequate domestic water distribution system designed and constructed to service each lot proposed to be created.

Valley County Water District is the purveyor in the area and water would be provided to the subject property by Valley County Water District.

3. An adequate sewage system designed and constructed to serve each lot proposed to be created.

The proposed project shall comply with any conditions of approval as imposed by the Sanitation District of Los Angeles County prior to approval of the final map by the City of Baldwin Park.

4. An adequate storm water drainage system designed and constructed to serve each lot proposed to be created.

The Public Works Department have designed the site to include the construction of storm drains to address stormwater in the area.

5. An adequate public and/or private street and/or alley system designed and constructed to serve each lot proposed to be created.

The site will be served by Sterling Way and Maine Avenue to the west and Pacific Avenue to the east. A drive aisle with parking will be created on the north side of the parking area between Sterling Way and Pacific Avenue to allow for one-way vehicular access from the west.

A traffic study was prepared on August 18, 2022 date by the City to examine the potential impact to vehicular traffic associated with the closing of the segment on Maine Avenue between Sterling Way and Pacific Avenue (see Exhibit F). The report concluded that no significant impacts to the surrounding areas would occur with the closing of this segment of road.

6. An adequate traffic regulatory system, including necessary traffic signals, signs, pavement markings and striping.

The Project scope entails the closure of a portion of Maine Avenue and minor adjustments to the roads connecting to the Project site will be necessary to create a seamless transition. A new one -way alley will be created along the northern edge of the Project and this alley will be complete with new traffic signs, striping and pavement markings.

7. The undergrounding of utilities pursuant to Chapter 97, part 2 (Underground Utility Districts) of the Municipal Code.

Pursuant to Chapter 97 of the City’s Municipal Code all new utilities to the subject property shall be undergrounded. This requirement is also addressed as part of the overall Plan Check requirements and review of the final map.

8. Any and all other improvements found necessary by the City to provide all services to each lot proposed to be created.

The proposed Tentative Parcel Map is consistent with the City’s codes and will receive adequate utility service when built as designed.

9. In addition to the improvements as required by the City’s Municipal Code and Departments, there are also design requirements for the proposed tentative parcel map that need to be met. Pursuant to Section 152.12 of the City’s Municipal Code, the design of the subdivision shall conform to the requirements of this Chapter 152, any and all design requirements set forth in the General Plan, the design and development standards established for the associated zoning district per the Zoning Code, the applicable design guidelines set forth in the Design Guidelines Manual, generally accepted engineering standards, and to such standards required by the City, including, but not limited to, plans for grading and erosion control.

The Planning Division has reviewed the proposed subdivision of the proposed lot and determined that it meets the minimum development standards contained within the Municipal (Zoning) Code, including, setbacks, density, and height.

Additionally, the tentative parcel map is consistent with Goal 2.0 of the Land Use Element of the General Plan which states “accommodate new development that is compatible with and compliments existing conforming land uses” as the proposed parcels meet the existing development standards contained in the Code.

FINDINGS—TENTATIVE PARCEL MAP

In accordance with State law, Government Code Sections 66474 and 66474.6, the following findings shall be made for the approval of a Tentative Parcel Map:

1. The design or improvement of the proposed subdivision is consistent with applicable general and specific plans.

The project is also consistent with the City’s General Plan. The designated land use for the site is Mixed-Use and the proposed open space use of the site is allowed by- right for lots with this land use designation. Furthermore, the project is consistent the policies in the General Plan to create pedestrian spaces in the downtown that connect to the City Hall courtyard and have the potential to support businesses that support pedestrianism such as outdoor cafes and flower shops.

The design of the civic plaza is in accordance with the 2016 Specific Plan, which is the Specific Plan that was in place at the time of the project’s approval. The land use, circulation surrounding the site, improvements to the site are all in compliance w ith that plan. The proposed use is civic plaza, which is an open space use that was contemplated by the 2016 Specific Plan. The Specific Plan called for new open space areas within the downtown area to improve pedestrian activity and improve destination appeal. The proposed circulation is consistent with the 2016 Specific Plan. There will be an alley and site parking at the northern edge of the site to support vehicle access. Parking and traffic were analyzed in 2022 by a parking and traffic consultant and the project was determined to have no adverse impacts on traffic and parking (Exhibit E).

The improvement of the proposed subdivision is also in compliance with the 2022 Downtown Specific Plan. The improvements consist of a civic plaza with accessory retail food businesses and these improvements are permitted land uses within the Downtown Core area of the specific plan. Furthermore, the improvements are consistent with the Plan’s policies to expand pedestrian-oriented parks and gathering spaces in the downtown area. Specifically, the subdivision is consistent with the Specific Plan’s Policy 1.1 to “ Expand and maintain an enhanced, interconnected system of public parks, trails and open space in Downtown area”, Policy 1.6 to “Expand the inventory of publicly accessible community gathering spaces so that businesses and residents are within a short walking distance of a park or recreational area”, Policy 2.13 to “Expand places and spaces where community events and festivals can occur”, and Policy 3.8 to “Create well-designed spaces for a high-quality user experience for all modes”.

2. The site is physically suitable for the type of development.

The site has a flat topography that lends itself to development in general and could support a civic plaza use. Also, it is not located in a flood hazard or high fire zone. Lastly, there is ample access to the site given that it is accessible from Pacific Avenue to the east, Sterling Way to the west, and Maine Avenue to the south.

3. The design of the proposed subdivision or the proposed improvements are unlikely to cause substantial damage or substantially and avoidably injure fish or wildlife of their habitat.

The site is a fully urbanized area that is almost entirely paved. It is not a location that provides habitat for fish or wildlife and therefore development of the site for a civic plaza could not harm fish or wildlife habitat.

4. The design of the subdivision or type of improvements are unlikely to cause serious public health problems.

The site is currently developed with parking lots and street right of way, both of which facilitate automotive vehicle traffic. The subdivision supports the development of the site as a civic plaza, which facilitates public gathering for pedestrians. The proposed use is aligned with the 2016 Specific Plan and General Plan goals of providing more opportunities within the City for residents for exercise and recreation. Therefore, the proposed use is more likely to promote public health and is not likely to cause public health problems.

5. The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision.

In this connection, the governing body may approve a map if it finds that alternate easements, for access or for use, will be provided, and that these will be substantially equivalent to the ones previously acquired by the public.

This subsection shall only apply to easements of record or to easements established by judgement of a court of competent jurisdiction and no authority is hereby granted to a legislative body to determine that the public at large has acquired easements for access through or use of property within the proposed subdivision.

There are no existing easements in the project area that were acquired by the public at large that would be adversely affected by this project. A portion of City right-of-way will be closed for the creation of the plaza, but vehicular access between Sterling Way and Pacific Avenue will continue via the alley connection at the northern edge of the project site. Furthermore, the traffic study undertaken in 2022 (Exhibit E) determined that the closure of the right-of-way necessary for the development of the si te for a civic plaza would not have an adverse effect on traffic and circulation for the area. It should also be mentioned that there are no existing private lots adjacent to the Project that will lose access to the street as result of this subdivision.

6. Discharge of waste from the proposed subdivision into an existing community sewer system would result in a violation of existing requirements prescribed by a California regional water quality control board pursuant to Division 7 (commencing with Section 13000) of the Water Code.

Sewer waste discharge from the project site will be in accordance with City, State, and Sanitation District regulations. The small commercial building will have indoor plumbing fixtures that contribute a minimal amount to the City’s overall sewage waste stream, but this contribution will not be in violation of existing requirements.

CEQA REVIEW
Once an Environmental Impact Report (EIR) has been certified for a project, the lead agency shall not require preparation of a subsequent of supplemental EIR unless one of three triggering conditions exists: (1) substantial changes are proposed in the project that will require major revisions of the EIR, (2) substantial changes occur in circumstances under which the project is being undertaken that will required major revisions in the EIR, or (3) new information of substantial importance to the project that was not known and could have been known when the EIR was certified as complete becomes available, and this condition (1,2, or 3) also would lead to new or more significant impacts (State CEQA Guidelines §151692, Public Resources Code §21166).

Staff recommends that no further environmental review be required because none of the conditions in Public Resources Code Section 21166 and/or State CEQA Guidelines Section 15162 is triggered by the approval of the Tentative Parcel Map (“Project”). The act ion falls within the scope of the 2016 TOD Downtown Specific Plan EIR (State Clearinghouse No. 2014121098), which was certified in October 2015, and the Addendum to the TOD Downtown Specific Plan EIR, which was adopted in February 2022 (Exhibit D), because the Zocalo Civic Plaza Park (also referred to as the Arts Park or Civic Park) was analyzed in both of these environmental documents.

(See, e.g., 2016 TOD Downtown Specific Plan Draft EIR, p. 2-11, 2-15; Addendum, p. 4.) Furthermore, the traffic study prepared for this project (Exhibit E) by a traffic engineering consultant confirms that the Project would have not new significant traffic and parking impacts outside the purview of the EIR and Addendum. Therefore, the Project would not:

1. Constitute a substantial change to the project that will require major revisions of the EIR or Addendum due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified effects;

2. Constitute a substantial change with respect to the circumstances under which the project is administered that will require major revisions of the EIR or Addendum to the involvement of new significant effects; and

3. Involve new information of substantial importance that was not known and could not have been known with the exercise of reasonable diligence at the time the EIR was certified that shows any of the following:
a) the project will have one or more significant effects not discussed in the certified EIR or Addendum; b) significant effects previously examined will be substantially more severe that shown in the EIR or Addendum; c) mitigation measures or alternatives previously not found to be feasible would in fac t be feasible and would substantially reduce one or more significant effects of the project, but the City declines to adopt the mitigation or alternative; or d) mitigation measures or alternatives which are considerably different from those analyzed in the EIR and Addendum would substantially reduce one or more significant effects on the environment, but the City declines to adopt the mitigation measure or alternative.

Approval of this Tentative Parcel Map will not result in new or more severe impacts requiring additional environmental review.

On February 2, 2024, a legal notice was published in the Baldwin Park Press. On February 1, 2024 legal notices were posted at City Hall and mailed to property owners and occupants within a 300- foot radius of the subject property. On February 14, 2024 at the regular Planning Commission meeting this agenda item was continued to the March 27 meeting where the Planning Commission voted unanimously to approve the project. This project was appealed to the City Council on April 4, 2024 and the notice was published in the Baldwin Park Express, posted at City Hall, and mailed to property owners and occupants within a 300-foot radius of the subject property on May 2, 2024.

LEGAL REVIEW
This report has been reviewed and approved by the City Attorney as to legal form and content.

ATTACHMENTS

1. Exhibit A, Planning Commission Resolution PC 23-26
Exhibit B, Tentative Parcel Map 84199
Exhibit C, 2016 TOD Downtown Specific Plan EIR
(https://www.baldwinpark.com/DocumentCenter/View/1948/Downtown-TOD-Specific-Plan-FinalEIR- PDF)
Exhibit D, Addendum to the 2016 TOD Downtown Specific Plan EIR dated February 2022 (https://www.baldwinpark.com/DocumentCenter/View/673/BP-Downtown-SP-EIR-Addendum-PDF) Exhibit E, Transportation Assessment
Exhibit F, City Council Minutes – Feb. 16, 2022 Meeting

Exhibit G, 2016 Downtown TOD Specific Plan
(https://www.baldwinpark.com/DocumentCenter/View/1947/BP-DowntownTODSpecificPlan- Final2016-PDF)
Exhibit H, Site and Vicinity Photos
Exhibit I, Letter of Opposition dated June 27, 2023
Exhibit J, Letter of Opposition dated February 14, 2024 Exhibit K, Review of Prior Public Comments Before Planning Commission Exhibit L, Review of Appellant’s Arguments

Exhibit M, City Council Resolution CC 24-13

Attachment #1
Exhibit A, Resolution PC 23-26
RESOLUTION PC 23-26

A RESOLUTION OF THE PLANNING COMMISSION OF

THE CITY OF BALDWIN PARK APPROVING A
TENTATIVE PARCEL MAP TO CONSOLIDATE FIVE (5)

LOTS, VACATED STREET RIGHT -OF-WAY, AND A CITY
PARKING LOT INTO ONE (1) 92,680 SQUARE FOOT LOT

FOR THE DEVELOPMENT OF THE ZOCALO CIVIC

PLAZA PROJECT LOCATED AT THE NORTHWEST

INTERSECTION OF MAINE AVENUE AND PACIFIC
AVENUE AND EXTENDS SOUTH OF MAINE STREET;
(APPLICANT: CITY OF BALDWIN PARK; CASE NUMBER
TPM 84199)

THE PLANNING COMMISSION OF THE CITY OF BALDWIN PARK
DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. The Planning Commission of the City of Baldwin Park does hereby find, determine, and declare as follows:

(a) On February 16, 2022, City Staff received direction from the City Council to proceed with the development of a public plaza (Project) located at the northwest intersection of Maine Avenue and Pacific Avenue and extends south of Maine Street; and

(b) The City, acting as the applicant, prepared a T entative Parcel Map to consolidate five (5) lots, vacated street right -of-way, and a City parking lot into one (1) 92,680 square foot lot for the development of the Zocalo Civic Plaza; and

(c) That a duly noticed public hearing was held on February 14, 2024 on said Project by the Planning Commission, and the project was continued to a date certain on March 27, 2024; and

(d) That a duly noticed public hearing was held on March 27 , 2024 on said Project by the Planning Commission, and based upon evidence presented including applicable staff report and each member of the Commission being familiar with the property, it was determined that the facts as required by the Baldwin Park Municipal Code for the granting of the Project is present and the Project should be approved; and

(e) The proposed Project was analyzed by the 2016 TOD
Downtown Specific Plan EIR and Addendum as well as the traffic analysis prepared for this project and pursuant to the California Environmental Quality Act (CEQA) Section 151692 and Public Resources Code Section Resolution PC 23-26
March 27, 2024

21166, no further environmental review is necessary since none of the conditions that would trigger further environmental review are present; and

(f) Each fact set forth in the staff report dated March 27, 2024, from Nick Baldwin, City Planner to the Chair and Planning Commissioners (“Staff Report”) is true and correct.

SECTION 2. That the Planning Commission does hereby adopt the following requirements and findings applicable to the approval of the T entative Parcel Map.

a) Adequate systems designed and constructed to provide all necessary utilities to each lot proposed to be created, including, but not limited to, facilities for water, natural gas, electricity, cable television and telecommunications telephone services.

The project has been designed to provide all the necessary utilities to each lot proposed to be created, including, but not limited to, facilities for water, natural gas, electricity, cable television and telecommunications service. All conditions from outside agencies and utility companies shall be met or provided for prior to finalizing the tentative parcel map.

b) An adequate domestic water distribution system designed and constructed to service each lot proposed to be created.

Valley County Water District is the purveyor in the area and water would be provided to the subject property by Valley County Water District.

c) An adequate sewage system designed and constructed to serve each lot proposed to be created.

The proposed project shall comply with any conditions of approval as imposed by the Sanitation District of Los Angeles County prior to approval of the final map by the City of Baldwin Park.

d) An adequate storm water drainage system designed and constructed to serve each lot proposed to be created.

The Public Works Department have designed the site to include the construction of storm drains to address stormwater in the area.

e) An adequate public and/or private street and/or alley system designed and constructed to serve each lot proposed to be created.

The site will be served by Sterling Way and Maine Avenue to the west and Pacific Avenue to the east. A drive aisle with parking will be created on the north Resolution PC 23-26
March 27, 2024

side of the parking area between Sterling Way and Pacific Avenue to allow for one-way vehicular access from the west.

A traffic study was prepared on August 18, 2022 date by the City to examine the potential impact to vehicular traffic associated with the closing of the segment on Maine Avenue between Sterling Way and Pacific Avenue (see Exhibit E ). The report concluded that no significant impacts to the surrounding areas would occur with the closing of this segment of road.

f) An adequate traffic regulatory system, including necessary traffic signals, signs, and pavement markings and striping.

The Project scope entails the closure of a portion of Maine Avenue and minor adjustments to the roads connecting to the Project site will be necessary to create a seamless transition. A new one- way alley will be created along the northern edge of the Project and this alley will be complete with new traffic signs, striping and pavement markings.

g) The undergrounding of utilities pursuant to Chapter 97, part 2 (Underground Utility District) of the Municipal Code.

Pursuant to Chapter 97 of the City’s Municipal Code all new utilities to the subject property shall be undergrounded. This requirement is also addressed as part of the overall plan check requirements and review of the final map.

h) Any and all other improvements found necessary by the City to provide all services to each lot proposed to be created.

The proposed Tentative Parcel Map is consistent with the City’s codes and will receive adequate utility service when built as designed.

i) In addition to the improvements as required by the City’s Municipal Code and Departments, there are also design requirements for the proposed tentative parcel map that need to be met. Pursuant to Section 152.12 of the City’s Municipal Code, the design of the subdivision shall conform to the requirements of this Chapter 152, any and all design requirements set forth in the General Plan, the design and development standards established for the associated zoning district per the Zoning Code, the applicable design guidelines set forth in the Design Guidelines Manual, generally accepted engineering standards, and to such standards required by the City, including, but not limited to, plans for grading and erosion control.

The Planning Division has reviewed the proposed subdivision of the proposed lot meets the minimum development standards contained within Resolution PC 23-26
March 27, 2024

the Municipal (Zoning) Code, including, setbacks, density, and height.

Additionally the tentative parcel map is consistent with Goal 2.0 of the Land Use Element of the General Plan which states “accommodate new development that is compatible with and compliments existing conforming land uses” as the proposed parcels meet the existing development standards contained in the Code.

j) The design or improvement of the proposed subdivision is consistent with applicable general and specific plans.

The project is also consistent with the City’s General Plan. The designated land use for the site is Mixed- Use and the proposed open space use of the site is allowed by -right for lots with this land use designation. Furthermore, the project is consistent the policies in the General Plan to create pedestrian spaces in the downtown that connect to the City Hall courtyard and have the potential to support businesses that support pedestrianism such as outdoor cafes and flower shops.

The design of the civic plaza is in accordance with the 2016 Specific Plan, which is the Specific Plan that was in place at the time of the project’s approval. The land use, circulation surrounding the site, improvements to the site are all in compliance with that plan. The proposed use is civic plaza, which is an open space use that was contemplated by the 2016 Specific Plan. The Specific Plan called for new open space areas within the downtown area to improve pedestrian activity and improve destination appeal. The proposed circulation is consistent with the 2016 Specific Plan. There will be an alley and site parking at the northern edge of the site to support vehicle access. Parking and traffic were analyzed in 2022 by a parking and traffic consultant and the project was determined to have no adverse impacts on traffic and parking (Exhibit E).

The improvement of the proposed subdivision is also in compliance with the 2022 Downtown Specific Plan. The improvements consist of a civic plaza with accessory retail food businesses and these improvements are permitted land uses within the Downtown Core area of the specific plan.

Furthermore, the improvements are consistent with the Plan’s policies to expand pedestrian-oriented parks and gathering spaces in the downtown area. Specifically, the subdivision is consistent with the Specific Plan’s Policy 1.1 to “ Expand and maintain an enhanced, interconnected system of public parks, trails and open space in Downtown area”, Policy 1.6 to “Expand the inventory of publicly accessible community gathering spaces so that businesses and residents are within a short walking distance of a park or recreational area”, Policy 2.13 to “Expand places and spaces where community events and festivals can occur”, and Policy 3.8 to “Create well -designed spaces for a high- quality user experience for all modes”.

Resolution PC 23-26
March 27, 2024

k) The site is physically suitable for the type of development.

The site has a flat topography that lends itself to development in general and could support a civic plaza use. Also, it is not located in a flood hazard or high fire zone. Lastly, there is ample access to the site given that it is accessible from Pacific Avenue to the east, Sterling Way to the west, and Maine Avenue to the south.

l) The design of the proposed subdivision or the proposed improvements are unlikely to cause substantial damage or substantially and avoidably injure fish or wildlife of their habitat.

The site is a fully urbanized area that is almost entirely paved. It is not a location that provides habitat for fish or wildlife and therefore development of the site for a civic plaza could not harm fish or wildlife habitat.

m) The design of the subdivision or type of improvements are unlikely to cause serious public health problems.

The site is currently developed with parking lots and street right of way, both of which facilitate automotive vehicle traffic. The subdivision supports the development of the site as a civic plaza, which facilitates public gathering for pedestrians. The proposed use is aligned with the 2016 Specific Plan and General Plan goals of providing more opportunities within the City for residents for exercise and recreation.

Therefore, the proposed use is more likely to promote public health and is not likely to cause public health problems.

n) The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision. In this connection, the governing body may approve a map if it finds that alternate easements, for access or for use, will be provided, and that these will be substantially equivalent to the ones previously acquired by the public. This subsection shall only apply to easements of record or to easements established by judgement of a court of competent jurisdiction and no authority is hereby granted to a legislative body to determine that the public at large has acquired easements for access through or use of property within the proposed subdivision.

There are no existing easements in the project area that were acquired by the public at large that would be adversely affected by this project. A portion of City right-of-way will be closed for the creation of the plaza, but vehicular access between Sterling Way and Pacific Avenue will continue via the alley connection at the northern edge of the project site. Furthermore, the traffic study undertaken Resolution PC 23-26
March 27, 2024

in 2022 (Exhibit E) determined that the closure of the right-of-way necessary for the development of the site for a civic plaza would not have an adverse effect on traffic and circulation for the area. It should also be mentioned that there are no existing private lots adjacent to the Project that will lose access to the street as result of this subdivision.

o) Discharge of waste from the proposed subdivision into an existing community sewer system would result in a violation of existing requirements prescribed by a California regional water quality control board pursuant to Division 7 (commencing with Section 13000) of the Water Code.

Sewer waste discharge from the project site will be in accordance with City, State, and Sanitation District regulations. The small commercial building will have indoor plumbing fixtures that will contribute a minimal amount to the City’s overall sewage waste stream, but this contribution will not be in violation of the existing requirements.

SECTION 3. The Application, as herein above described below, and the same is hereby approved subject to the following conditions:

(a) That the property shall be developed and maintained in substantial accordance with Exhibit “A” to the staff report for TPM 84199, dated March 27, 2024; and

(b) If within two (2 ) year s after the date of approval of TPM 84199, all conditions of approval have not been satisfied, then TPM 84199 shall become null and void; and

(c) Recordation of Final Parcel Map with the Los Angeles County Reorder shall be required prior to issuance of building permits.

(d) The Final Map shall be submitted to Los Angeles County Fire Department for review and approval prior to recordation.

SECTION 5. The Secretary shall certify to the adoption of this Resolution and forward a copy hereof to the City Clerk and the Applicant.

PASSED AND APPROVED this 27
th day of March, 2024.

_____________________________________
CHAIR,

BALDWIN PARK PLANNING COMMISSION
Resolution PC 23-26
March 27, 2024

ATTEST:

STATE OF CALIFORNIA
COUNTY OF LOS ANGELES ss.

CITY OF BALDWIN PARK

I, NICK BALDWIN, Secretary of the Baldwin Park Planning Commission, do hereby certify that t he foregoing Resoluti on No. PC 23-26 was duly and regularly approved and adopted by the Planning Commission at a regular meeting thereof, held on the 27
th day of March 2024 by the following vote:

AYES: COMMISSIONERS: ______________________________________ NOES: COMMISSIONERS: ______________________________________ ABSTAIN: COMMISSIONERS: ______________________________________ ABSENT: COMMISSIONERS: ______________________________________

________________________________________
Nick Baldwin

BALDWIN PARK PLANNING COMMISSION

Attachment #2
Exhibit B, Tentative Parcel Map 84199

Exhibit C, 2016 TOD Downtown Specific Plan EIR
(https://www.baldwinpark.com/DocumentCenter/
View/1948/Downtown-TOD-Specific-Plan-FinalEIR-PDF)
Attachment 4
Exhibit D, Addendum to the 2016 TOD Downtown Specific
Plan EIR dated February 2022
(https://www.baldwinpark.com/DocumentCenter/
View/673/BP-Downtown-SP-EIR-Addendum-PDF)

Attachment #5
Exhibit E, Transportation Assessment

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To: Kevin O’Brien, AIA LEED AP
Pouya Goshayeshi, AIA
La Canada Design Group
Date: August 18, 2022
From: Alfred C. Ying, P.E., PTP
David A. Roseman, P.E.

LLG, Engineers
LLG Ref: 1-21-4468-1
Subject:

Zocalo Park Project Transportation Assessment
City of Baldwin Park, California

Linscott, Law & Greenspan, Engineers (LLG) has prepared this memorandum to summarize the findings of the tra nsportation assessment for the Zocalo Park project (“project” herein). The project site is located at 14349 Pacific Avenue in the City of Baldwin Park, Californi a. The project involves the vacation of a portion of Maine Avenue, between Sterling Way to the west and Pacific Avenue/Maine Avenue (East) to the east, directly w est of the City Ha ll/Civic Center area. In addition, the roadway segment of Maine Avenue -Pacific Aven ue south of Ramona Boulevard will be narrowed. This assessment includes a summary of the existing conditions, project description, project site access and circulat ion scheme, a project tri p generation forecast, an assessment of the potential traffic effects associated with the pr oject, a traffic control warrant assessment , as well as a parking a ssessment. Briefly, it is concluded that no significant transportation impacts are expected with the project.

Existing Conditions

The project site is located at 14349 Pacific A venue in the City of Baldwin Park, California. Th e existing site is situated on the nort h side of Maine Avenue between Sterling Way and M aine Avenue (East). Existing vehicular access i s provided via driveways on Sterling Way, Maine Avenue, and Maine Avenue (East). The project site and general vicinity is illu strated in Figure 1. An aerial photograph of the existing project site is presented in Figure 2.

Project Description

The Zocalo Civic Plaza project involves the vacation of Maine Avenue, between Sterling Way to the west and Pacific Avenue/Maine Avenue (East) to the east, directly west of the City Hall/Civic Center area. A small retail building totaling approximately 3,250 square feet of floor area will be constructed as part of the project. A total of 27 parking spaces is planned to be provided. In addition, the roadway segment of Maine Avenue-Pacific Avenue, south of Ramona Boulevard, will also be narrowed to provide one vehicular travel lane and one bicycle lane in each direction. The conceptual project site plan is shown i n Figure 3. Completion and full occupancy of the project is expected to occur by the year 2023.

600 S. Lake Avenue
Suite 500
Pasadena, CA 91106
Pasadena
Irvine
San Diego
Woodland Hills

Kevin O’Brien, AIA LEED AP
Pouya Goshayeshi, AIA
August 18, 2022

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Site Access and Circulation

Vehicular access to the project will be provided via Sterling Way and Maine Avenue (East). The exist ing dri veway on the east -west portion of Main e Avenue will be eliminated as part of the street vacation project.

Intersection Level of Service Analysis
Traffic Counts
The following ten (10) key study intersections have been identified for evaluation in coordination with the City (refer to Figure 1).

1. Baldwin Park Boulevard & Sterling Way (signalized)

2. Connector Road to Sterling Way & Ramona Boulevard (unsignalized)

3. Connector Road to Sterling Way/Sterling Way (unsignalized)

4. Sterling Way/Maine Avenue (unsignalized)

5. Cesar Chavez Drive & Ramona Boulevard (signalized)

6. Maine Avenue & Ramona Boulevard (signalized)

7. Maine Avenue/Westbound Only Alleyway (unsignalized)

8. Pacific Avenue/Maine Avenue (unsignalized)

9. Pacific Avenue/Bogart Avenue (unsignalized)

10. Pacific Avenue/Downing Avenue (signalized)
Manual counts of vehicular turning movements were conducted at the t en study intersections during the wee kday mor ning (AM) and a fternoon (PM) commute periods to determine the peak hour traffic volumes. The counts were conducted by an independent traffic count subconsultant (City Traffic Counters) at all ten intersections in March 2022 from 7:00 to 9:00 AM t o determine the AM peak commute hour, and from 4:00 to 6:00 PM to deter mine the PM peak commute hour. In conjunction with the turning movement vehicle counts, counts of bicycle and pedestrian volumes also were collected during the peak periods for informational purposes.

Traffic volumes at the study intersections show the typical peak periods bet ween 7:00 and 9:00 AM and between 4:00 and 6:00 PM generally associated with peak commute hours. The existing traffic volumes at the study intersections during the weekday AM and PM peak hours are shown in Fi gures 4 and 5, respectively .

Summary data worksheets of the manual traffic c ounts at the study intersections are contained in Appendix A.

Kevin O’Brien, AIA LEED AP
Pouya Goshayeshi, AIA
August 18, 2022

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Existing Traffic Volume Shifts
As part of the vacation of Maine Avenue between Sterling Way to the west and Pacific Avenue/Maine Avenue (East) to the east , the east leg of the Sterling Way/Maine Avenue intersection and the wes t leg of the Pacific Avenue/Maine Avenue intersection will be vacated/eliminated. As a result, the existing southbound left-turn, eastbound through, westbound through, and westbound right -turn movements at the Sterling Way/Ma ine Avenue intersection as well as the northbound left -turn, southbound right-turn, eastbound left-turn, and eastbound right -tun movements at the Pacific Avenue/Maine Avenue intersection will be prohibited in the future after the project is completed.

It is expected that some localized shift s in traffic volumes would occur as part of the project. For example, the existing Maine A venue east-west traffic and the southbound left-turn movement at the Sterling Way intersectio n will be redistributed to other parallel ea st-west corridors such as Ramona Boulevard to th e north or Vineland Avenue to the south to bypass t he immediate project vicinity. Also, some of the northbound, southbound and eastbound turning m ovements at the Pacific Avenue/Maine Avenue intersection will be redistributed to other parallel north-south corridors such as Puente Avenue to the east or Merced Avenue to the west.

Retail Building Trip Generation
Traffic generation is expressed in vehicle trip ends, defined as one -way vehicu lar movements, either entering or exiting the generating land use. Tr affic volumes expected to be generated by the pro ject retail building during the weekday AM and PM peak hours, as well as on a weekday daily basis, were e stimated using rates published in the 11th Edition of the Trip Generation Manual, published by the Institute of Transportation Engineers (ITE), [Washington, D.C., 2021]. Traffic volumes expected to be generated by the retail building were based upon rates per 1,000 gross square feet of leasable area. ITE Land Use Codes 822 (Strip Retail Plaza < 40k) trip generation average rates were used to forecast t he traffic vo lumes expected to be generated by the project retail building.

The trip generation rates and forecast of the vehicular trips anticipated to be generated by the project retail building are presented in Table 1. As summarized in Table 1, the retail building is forecast to generate eight vehicle trips (five inbound trips and three outbound trips) during the weekday AM peak hour. During the weekday PM peak hour, the retail building is forecast to generate 21 vehicle trips (11 inbound trips and 10 outbound trips). Ove r a 24-hour period, the retail building is forecast to generate 177 daily trip ends (approximately 89 inbound trips and 89 outbound trips) during a typical weekday.

Kevin O’Brien, AIA LEED AP
Pouya Goshayeshi, AIA
August 18, 2022

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Project Trip Distribution and Assignment
Project-generated traffic was assigned to the adjacent roadway system based on a traffic distribution pattern which acc ounted for the project land use , the site ’s proximity to major traffic corridors (i.e., Maine Avenue , Pacific Avenue, Sterling Way, Ramona Boulevard, etc.), existing intersection traffic volumes, existing and future site access ingress/egress schemes, and nearby population a nd em ployment centers. In addition, the shift in existing traffic due to th e vacation of Maine Avenue between Sterling Way to the west and Pacific Avenue/Maine Avenue (East) to the east was also c arefully considered. T he forecast project traffi c volumes at the study intersections for the wee kday AM and PM peak hours are displayed in Figure 6 and Figure 7, respectively. The traffic volume assignmen ts presented in Figure 6 and Figure 7 reflect both the redistribution of traffic due to the street vacation as well as traffic associated with the project retail building.

Other Improvements/Recommendations
The following i mprovements/recommendations ar e also incorpor ated in this transportation assessment:

Int. No. 6: Maine Avenue & Ramona Boulevard
Based on existing peak hour intersection operations as well as the redistribution of traffic due to the street vacation, roadway narrowing, and traffic associated with the project retail building, it is recommended that the length of the northbound left-turn lane be extended to 130 feet. Immediately south of the northbound left-turn lane, a two-way-left-turn area/lane is also recommended. The recommended extension of the northbound left-turn lane and provision of the two-way-left-turn area/lane is anticipated to facilitate both traffic turning left onto Ramona Boulevard as well as traffic turning left onto the westbound only Alleyway (located immediately south of this intersection). In addition, it is recommended that minor adjustments to signal timing be implemented at this signalized intersection. During the weekday AM and PM peak hours, it is recommended that up to four seconds of additional green time be allocated to facilitate the left-turn volumes at all four intersection approaches (and on a corresponding basis that up to four seconds of green time be reduced for the subject through movements). These recommendations are anticipated to reduce vehicle queuing and improve the overall intersection operations at this location.

It is also recommended for City consideration that Maine Avenue south of Ramona Boulevard be renamed as Pacific Avenue to reduce any potential motorist confusion.

Int. No. 8: Pacific Avenue & Maine Avenue
As a result of the vacation of Maine Avenue and the roadway narrowing of Maine Avenue-Pacific Avenue, only northbound Pacific Avenue and southbound Maine Kevin O’Brien, AIA LEED AP
Pouya Goshayeshi, AIA
August 18, 2022

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Avenue through movements will be permitted at this location. It is recommended that a future mid-block cr osswalk be installed on Maine Avenue/ Pacific Avenue.

Furthermore, it is recommended that this crosswalk (i.e., connecting the City Hall to the Zocalo Park project) be signalized through the installation of a pedestrian hybrid beacon, which should be programmed to delay the onset of fl ashing yellow sequence during peak traffic flows to minimize potential disruption on Maine Avenue /Pacific Avenue.

Int. No. 9: Pacific Avenue/Bogart Avenue
It is LLG ’s understanding that a traffic signal ins tallation has been approved for this intersection. As such, thi s tran sportation assessment appropriately ass umes signalized operations at this location under the existing with project analysis condition.

Level of Service (LOS) Analyses
The intersection LO S analyses were prepar ed utilizing the Synchro 11 software package wh ich implements the Highway Capacity Man ual (HCM) operational methods. Synchro is a sophisticated model which allows engineers to access and optimize traffic signal and corridor operations. A Synchro network was created based on current traffic signal timing charts and field review of existing conditions at the study intersect ions. In addition, specifics such as lane conf igurations, l ane widths, storage lengths, crosswalk locations, posted speed l imits, traffic signal phasing a nd cycle lengths for t he signalized intersections , traffic volumes, etc., were coded to complete the existing network.

The HCM method determines th e average con trol de lay ex perienced at th e intersections. This methodology estimates the average control delay for each of the subject movem ents and de termines the LOS for each constrained movement.

Average control delay for any particular movement is a function of the capacity of the approach and the degree of saturation. The overall average control delay is measured in seconds per vehicle, and the LO S is then calculated for the intersections as a whole. The T wo-Way Stop Control (T WSC) methodology esti mates the average control delay for each minor-street movement (or shared movement) as well as major- street left -turns and determines the LOS for each constrained movement. The average control delay is measured in secon ds per vehi cle, and in cludes delay d ue to deceleration to a st op at the back of the queue from free -flow speed, move-up time within the queue, stopped delay at the front of the queue, and delay due to acceleration back to free- flow speed. A description of the HCM me thod and corresponding LOS is provided in Appendix B.

The resulting existing with project (i.e., including street vacation, roadway narrowing, and retail building) traffic volumes at the study locations during the weekday AM and PM peak hours are shown in Figures 8 and 9, respectively.

Kevin O’Brien, AIA LEED AP
Pouya Goshayeshi, AIA
August 18, 2022

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The transportation asse ssment pre pared for the stu dy locations using the H CM methodology is summarized in Tabl e 2. As shown in column [1] of Table 2, all ten study intersections are presen tly operating at LOS D or better during the weekday AM and PM peak hours under existing conditions. With the redistribution of existing traffic due to the street vacation , roadway narrowing, and new traffic associated with the retail buildin g, plus the other impro vements and recommendations described above, all ten study in tersections are expe cted to co ntinue to operat e at LOS D or better during the weekd ay AM and PM peak hours, as indicated in column [ 2] of Table 2. Four of the study intersections are anticip ated to result in slight increase s in delays while the remaining six study intersecti ons are anticipated to res ult in slight decreases in delays. N one of the study intersections is expected to degrade to LOS E or LOS F operat ions during the anal ysis peak hours. The HCM data worksheets for the study intersections are contained in Appendix B.

Traffic Control Warrant Assessment

A traffic control warrant assessment has been pre pared to determine what type of traffic control is appropriate at Pacific Avenue/Maine Avenue following the vacation of Maine Avenue, between Sterling Way to the west and Pacific Avenue/Maine Avenue (East) to the east, and the roadway narrowing of Maine Avenue-Pacific Avenue south of Ramona Boulevard. Warrant No. 1 (Eight H our Vehicular Volume), Warra nt No. 2 (Four Hour Vehicular Volume), and Warrant No. 3 (Peak Hour Volume) outlined in Chapter 4C of the California Manual on Uniform Traffic Control Devices1 (MUTCD) were initially reviewed. However, s ince there will no longer be a minor street at Pacific Avenue/Maine Avenue following the vacation of Maine Avenue , none of the vehicular volume warrants is expected to be satisfied. Thus, a standard traffic signal control is not determined to be warranted.

Guidelines outlined in Chapter 4F of the MUTCD were also reviewed for potential pedestrian hybrid beacon installation at the sub ject location. A pedestrian hybri d beacon, also known as a H AWK (High-Intensity Activated CrossWalK) beacon, is used to warn and control traffic at an unsignalized location to assist pedestrians in crossing a roadway at a marked crosswalk. As part of the Zocalo Park project, the roadway segment of Maine Avenue -Pacific Avenue will be narrowed and t he crosswalk length at the subject location will be reduced to approximately 44 feet.

For a major street where the posted speed limit exceeds 35 miles per hour ( mph), a HAWK beacon should be considered when the plotted point representing the vehicles per hour on the ma jor street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for one hour of an average day falls above the applicable curve in Figur e 4F-2 for the length of the crosswalk. The lower thre shold

1 California Manual on Uniform Traffic Control Devices (MUTCD), State of California Business, Transportation and Housing Agency, Department of Transportation, 2014 Edition, Revision 6, March 30, 2021.

Kevin O’Brien, AIA LEED AP
Pouya Goshayeshi, AIA
August 18, 2022

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volume is 20 pedestrians per hour. A review of the existing count data contained in Appendix A shows nine pe destrians crossing at the subject location during the weekday PM peak hour. However, with the Zocalo Park project amenities and other entertainment activities, the lower pedestrian threshold volume will most certainly be met.

For crosswalks that have l engths other than the four that are specific ally shown in Figure 4F-2, the values shoul d be interpol ated between the curves. As shown in the worksheet contained in Appendix C, the guidance is met when the plotted point falls above the appropriate curve.

The number of pedestrian crossings at Maine Avenue/ Pacific Avenue is expected to increase after the completion of the Zocalo Park project. Furthermore, based on the posted speed limit of 4 0 mph on Paci fic Avenue and t he vehicular traffic volumes shown in Appendix C (i.e., approximately 1,300 vehicles during the weekday PM peak hour under the existing with project condition), installation of a HAWK beacon at the subject Maine Avenue/ Pacific Avenue location is justified and therefore recommended.

Project Parking

The City of Baldwin Park Code of Ordinanc es off-street p arking and loading requirements for re sidential and non- residential land uses are set forth in Section 153.150. In accordanc e with the Code of Ordinances parking regulat ions, t he applicable parking requirement for the project is as follows:
• Retail sales - general 1.0 space/250square feet of building area Through strict ap plication of the Code of Ordinances parking regulations, the following parking requirement is calculated for the project retail building:
• Retail Building: 3,250 SF x 1.0 space/250 SF = 13 spaces Based on the above calculation, the City Code parking r equirement for the p roject retail building totals 13 spaces. Thus, the project parking supply of 27 spaces would satisfy the Code parking requirement.

Summary and Conclusions
• Project Descriptio n – This t ransportation assessment has be en conducted to identify and evaluate the potential impacts of traff ic generated by the Zocalo Park project. The project site is located at 14349 Pacific Avenue in the City of Baldwin Park. The Zocalo Park project involves the vacation of Maine Avenue, between Sterling Way to the west and Pacific Avenue/Maine Avenue (East) to the east, directly west of the City Hall/Civic Center area. A small retail building totaling approximately 3,250 square feet of floor ar ea will be constructed as part of the Kevin O’Brien, AIA LEED AP
Pouya Goshayeshi, AIA
August 18, 2022

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project. A total of 27 parking spaces is planned to be provided. In addition, the roadway segment of Maine Avenue -Pacific Avenue, south of Ramona Boule vard, will also be narrowed to provide one vehicular travel lane and one bicycle lane in each direction. Completion and full occupancy of the proposed project is expected to occur by the year 2023.
• Project Retail Building Trip Generation Forecast – The project retail building is forecast to generate eight vehicle trips ( five inbound trips and three outbound trips) during the weekday AM peak hour. During the weekday PM peak h our, the project retail building is forecast to generate 21 vehicle trips (11 inbound trips and 10 outbound trips). Over a 24-hour period, the project retail building is forecast to generate 177 daily trip ends (approxi mately 89 inbound trips and 89 outbound trips) during a typical weekday.
• Level of Service Analysis – All ten study intersections are presently operating at LOS D or better during the weekday AM and PM peak hours unde r exis ting conditions. With the redi stribution of existing traffic due to th e street vacation , roadway narrowing, new traffic associated with the retail buildin g, plus the other improvements and recommendations , all ten study in tersections are expected to continue to operate at LOS D or better during t he weekday AM and PM peak hours. None of the study intersections is expected to degrade to LOS E or LOS F operations during the anal ysis peak hours . No significant transportation impacts are expected with the project.
• Traffic Control Warrant A ssessment - Guidelines outlined in the MUTCD were reviewed for potential HAWK beacon insta llation at Maine Avenue -Pacific Avenue. The number of pedestrian crossings is expected to increase after the completion of the Zocalo Park project. In additi on, based on the posted speed limit of 40 mph on P acific Avenue and the peak hour vehicular traffic volumes under the with project condition, installation of a HAWK beacon at the subject location is justified and therefore recommended.
• Project Parking – The City Code parking r equirement for the pro ject retail building totals 13 spaces. Th us, the project p arking supply of 27 spaces would satisfy the Code parking requirement.

In modeling traffic signal opera tions using the Synchro software, LLG is confident that the overall traffic operations will work well during the AM and P M peak hour analysis time periods. Nonetheless, it is suggested that large scale activities/events in Kevin O’Brien, AIA LEED AP
Pouya Goshayeshi, AIA
August 18, 2022

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the plaza be scheduled outside of the weekday AM a nd PM peak periods, to the extent feasible.

Attachments
Tables
1 Project Trip Generation
2 Summary of Intersection Delays and Levels of Service

Figures
1 Vicinity Map
2 Aerial Photograph of Existing Project Site
3 Overall Site Plan
4 Existing Traffic Volumes – Weekday AM Peak Hour
5 Existing Traffic Volumes – Weekday PM Peak Hour
6 Project Traffic Volumes – Weekday AM Peak Hour
7 Project Traffic Volumes – Weekday PM Peak Hour
8 Existing With Project Traffic Volumes – Weekday AM Peak Hour 9 Existing With Project Traffic Volumes – Weekday PM Peak Hour

Appendices
A Traffic, Pedestrian, and Bicycle Count Data
B Intersection Operational Analysis – HCM Data Worksheets C Traffic Control Warrant Analysis

Table 1
PROJECT TRIP GENERATION [1]

DAILY AM PEAK HOUR PM PEAK HOUR
TRIP ENDS [2] VOLUMES [2] VOLUMES [2]

LAND USE SIZE VOLUMES IN OUT TOTAL IN OUT TOTAL
Proposed Project
Retail Building [3] 3,250 GLSF 177 5 3 8 11 10 21
NET INCREASE 177 5 3 8 11 10 21
[1] Source: ITE "Trip Generation Manual", 11th Edition, 2021. [2] Trips are one-way traffic movements, entering or leaving. [3] ITE Land Use Code 822 (Strip Retail Plaza <40k) trip generation average rates. - Daily Trip Rate: 54.45 trips/1,000 SF of floor area; 50% inbound/50% outbound - AM Peak Hour Trip Rate: 2.36 trips/1,000 SF of floor area; 60% inbound/40% outbound - PM Peak Hour Trip Rate: 6.59 trips/1,000 SF of floor area; 50% inbound/50% outbound LINSCOTT, LAW & GREENSPAN, engineers
LLG Ref. 1-22-4468-1
Zocalo Civic Plaza Project
Table 2
SUMMARY OF INTERSECTION DELAYS AND LEVELS OF SERVICE [1]

WEEKDAY AM AND PM PEAK HOURS
[a] [b]

EXISTING CHANGE

EXISTING WITH PROJECT IN

TRAFFIC PEAK DELAY LOS DELAY LOS DELAY
NO. INTERSECTION CONTROL HOUR [2] [3] [2] [3] ([b]-[a]) 1 Baldwin Park Boulevard/ Signalized AM 9.6 A 10.9 B 1.3 Sterling Way PM 7.5 A 8.8 A 1.3
2 Sterling Way (Connector Rd)/ Two-Way AM 16.7 C 25.1 D 8.4 Ramona Boulevard Stop PM 16.6 C 21.4 C 4.8
3 Connector Road/ Two-Way AM 10.7 B 9.3 A -1.4
Sterling Way Stop PM 10.8 B 9.4 A -1.4
4 Sterling Way / Two-Way Stop AM 18.8 C 7.5 A -11.3
Maine Avenue to PM 15.7 C 7.4 A -8.3
All-Way Stop
5 Cesar Chavez Drive/ Signalized AM 4.8 A 4.7 A -0.1
Ramona Boulevard PM 7.1 A 7.0 A -0.1
6 Maine Avenue/ Signalized AM 40.7 D 42.5 D 1.8
Ramona Boulevard PM 50.1 D 54.6 D 4.5
7 Maine Avenue/ Unsignalized AM 22.2 C 25.7 D 3.5
Alleyway (WB) PM 10.1 B 12.3 B 2.2
8 Pacific Avenue/ Two-Way Stop AM 20.6 C 0.8 A -19.8
Maine Avenue [4] to PM 23.1 C 0.9 A -22.2
Signalized
9 Pacific Avenue/ Two-Way Stop AM 19.8 B 3.2 A -16.6
Bogart Avenue to PM 20.4 C 4.7 A -15.7
Signalized
10 Pacific Avenue/ Signalized AM 7.3 A 7.0 A -0.3
Downing Avenue PM 6.3 A 6.1 A -0.2
[1]
[2] Reported control delay values in seconds per vehicle. [3] Intersection Levels of Service are based on the following criteria:

Signalized Intersection Unsignalized Intersection
Control Delay (s/veh) Control Delay (s/veh) LOS
<= 10 <= 10 A
> 10-20 > 10-15 B
> 20-35 > 15-25 C
> 35-55 > 25-35 D
> 55-80 > 35-50 E
> 80 > 50 F
[4]
Intersection Level of Service analysis based on the Highway Capacity Manual, 6th Edition operational analysis methodologies.

Intersection to be vacated under project conditions. A signalized mid-block crosswalk will be added.

LINSCOTT, LAW & GREENSPAN, engineers
LLG Ref. 1-22-4468-1
Zocalo Civic Plaza Project

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-22-4468-1 Zocalo Park Project

APPENDIX A

TRAFFIC, PEDESTRIAN, AND BICYCLE COUNT DATA
File Name : BaldwinParkBlvd_SterlingWay
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Vehicles
Baldwin Park Blvd
Southbound
Sterling Way
Westbound
Baldwin Park Blvd
Northbound Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 8 77 0 16 0 21 0 71 4 0 0 0 197
07:15 AM 8 86 0 27 0 27 0 87 10 0 0 0 245
07:30 AM 12 142 0 42 0 29 0 127 18 0 0 0 370
07:45 AM 27 122 0 51 0 34 0 152 32 0 0 0 418
Total 55 427 0 136 0 111 0 437 64 0 0 0 1230
08:00 AM 19 126 0 37 0 38 0 128 24 0 0 0 372
08:15 AM 9 106 0 26 0 36 0 119 11 0 0 0 307
08:30 AM 11 105 0 17 0 15 0 81 11 0 0 0 240
08:45 AM 8 96 0 17 0 15 0 84 15 0 0 0 235
Total 47 433 0 97 0 104 0 412 61 0 0 0 1154
09:00 AM 8 74 0 10 0 24 0 80 10 0 0 0 206
09:15 AM 5 67 0 18 0 19 0 74 10 0 0 0 193
09:30 AM 10 66 0 14 0 16 0 78 11 0 0 0 195
09:45 AM 13 51 0 19 0 21 0 77 9 0 0 0 190
Total 36 258 0 61 0 80 0 309 40 0 0 0 784
03:00 PM 28 115 0 16 0 23 0 134 20 0 0 0 336
03:15 PM 20 96 0 21 0 14 0 131 21 0 0 0 303
03:30 PM 23 106 0 36 0 29 0 126 21 0 0 0 341
03:45 PM 21 97 0 22 0 26 0 136 22 0 0 0 324
Total 92 414 0 95 0 92 0 527 84 0 0 0 1304
04:00 PM 27 103 0 22 0 29 0 126 12 0 0 0 319
04:15 PM 25 106 0 24 0 19 0 146 11 0 0 0 331
04:30 PM 15 100 0 19 0 14 0 127 22 0 0 0 297
04:45 PM 17 115 0 11 0 21 0 129 18 0 0 0 311
Total 84 424 0 76 0 83 0 528 63 0 0 0 1258
05:00 PM 23 118 0 17 0 26 0 123 18 0 0 0 325
05:15 PM 23 132 0 18 0 30 0 127 12 0 0 0 342
05:30 PM 14 108 0 21 0 23 0 148 11 0 0 0 325
05:45 PM 24 114 0 29 0 27 0 120 11 0 0 0 325
Total 84 472 0 85 0 106 0 518 52 0 0 0 1317
06:00 PM 13 97 0 27 0 20 0 127 14 0 0 0 298
06:15 PM 19 99 0 23 0 26 0 106 12 0 0 0 285
06:30 PM 24 81 0 17 0 21 0 123 11 0 0 0 277
06:45 PM 17 94 0 23 0 27 0 115 10 0 0 0 286
Total 73 371 0 90 0 94 0 471 47 0 0 0 1146
Grand Total 471 2799 0 640 0 670 0 3202 411 0 0 0 8193
Apprch % 14.4 85.6 0 48.9 0 51.1 0 88.6 11.4 0 0 0
Total % 5.7 34.2 0 7.8 0 8.2 0 39.1 5 0 0 0

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : BaldwinParkBlvd_SterlingWay
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Baldwin Park Blvd
Southbound
Sterling Way
Westbound
Baldwin Park Blvd
Northbound Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 12 142 0 154 42 0 29 71 0 127 18 145 0 0 0 0 370 07:45 AM 27 122 0 149 51 0 34 85 0 152 32 184 0 0 0 0 418 08:00 AM 19 126 0 145 37 0 38 75 0 128 24 152 0 0 0 0 372 08:15 AM 9 106 0 115 26 0 36 62 0 119 11 130 0 0 0 0 307 Total Volume 67 496 0 563 156 0 137 293 0 526 85 611 0 0 0 0 1467 % App. Total 11.9 88.1 0 53.2 0 46.8 0 86.1 13.9 0 0 0 PHF .620 .873 .000 .914 .765 .000 .901 .862 .000 .865 .664 .830 .000 .000 .000 .000 .877 Baldwin Park Blvd

Sterling Way
Baldwin Park Blvd
Right
0 Thru
496
Left
67 InOut Total
663 563 1226
Right
137
Thru
0 Left
156
OutTotal In
152 293 445
Left
0 Thru
526
Right
85 Out TotalIn
652 611 1263
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 07:30 AM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : BaldwinParkBlvd_SterlingWay
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Baldwin Park Blvd
Southbound
Sterling Way
Westbound
Baldwin Park Blvd
Northbound Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 23 118 0 141 17 0 26 43 0 123 18 141 0 0 0 0 325 05:15 PM 23 132 0 155 18 0 30 48 0 127 12 139 0 0 0 0 342 05:30 PM 14 108 0 122 21 0 23 44 0 148 11 159 0 0 0 0 325 05:45 PM 24 114 0 138 29 0 27 56 0 120 11 131 0 0 0 0 325 Total Volume 84 472 0 556 85 0 106 191 0 518 52 570 0 0 0 0 1317 % App. Total 15.1 84.9 0 44.5 0 55.5 0 90.9 9.1 0 0 0 PHF .875 .894 .000 .897 .733 .000 .883 .853 .000 .875 .722 .896 .000 .000 .000 .000 .963 Baldwin Park Blvd

Sterling Way
Baldwin Park Blvd
Right
0 Thru
472
Left
84 InOut Total
624 556 1180
Right
106
Thru
0 Left
85 OutTotal In
136 191 327
Left
0 Thru
518
Right
52 Out TotalIn
557 570 1127
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 05:00 PM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : BaldwinParkBlvd_SterlingWay_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Bikes & Peds
Baldwin Park Blvd
Southbound
Sterling Way
Westbound
Baldwin Park Blvd
Northbound Eastbound
Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int. Total 07:00 AM 0 0 0 4 0 0 0 0 4
07:15 AM 0 0 0 0 0 3 0 0 3
07:30 AM 0 0 0 1 0 1 0 0 2
07:45 AM 0 0 0 0 0 4 0 0 4
Total 0 0 0 5 0 8 0 0 13
08:00 AM 0 0 0 1 0 2 0 0 3
08:15 AM 0 0 1 3 0 2 0 0 6
08:30 AM 0 0 0 2 0 2 0 0 4
08:45 AM 0 0 0 3 0 2 0 0 5
Total 0 0 1 9 0 8 0 0 18
09:00 AM 0 0 1 2 0 2 0 0 5
09:15 AM 0 0 0 1 0 1 0 0 2
09:30 AM 0 0 0 2 0 1 0 0 3
09:45 AM 0 0 0 1 0 3 0 0 4
Total 0 0 1 6 0 7 0 0 14
03:00 PM 0 0 0 5 0 3 0 0 8
03:15 PM 0 0 0 0 0 2 0 0 2
03:30 PM 0 0 1 2 0 1 0 0 4
03:45 PM 0 0 0 2 0 4 0 0 6
Total 0 0 1 9 0 10 0 0 20
04:00 PM 0 0 0 0 0 1 0 0 1
04:15 PM 0 0 0 1 0 2 0 0 3
04:30 PM 0 0 0 0 0 1 0 0 1
04:45 PM 0 0 0 1 0 3 0 0 4
Total 0 0 0 2 0 7 0 0 9
05:00 PM 0 0 0 1 0 1 0 0 2
05:15 PM 0 0 0 2 0 2 0 0 4
05:30 PM 0 0 0 2 0 0 0 0 2
05:45 PM 0 0 0 2 0 0 0 0 2
Total 0 0 0 7 0 3 0 0 10
06:00 PM 0 0 0 4 0 1 0 0 5
06:15 PM 0 0 0 2 0 1 0 0 3
06:30 PM 0 0 0 0 0 1 0 0 1
Total 0 0 0 6 0 3 0 0 9
Grand Total 0 0 3 44 0 46 0 0 93
Apprch % 0 0 6.4 93.6 0 100 0 0
Total % 0 0 3.2 47.3 0 49.5 0 0

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : BaldwinParkBlvd_SterlingWay_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Baldwin Park Blvd
Southbound
Sterling Way
Westbound
Baldwin Park Blvd
Northbound Eastbound
Start Time Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 0 0 0 1 3 4 0 2 2 0 0 0 6
08:30 AM 0 0 0 0 2 2 0 2 2 0 0 0 4
08:45 AM 0 0 0 0 3 3 0 2 2 0 0 0 5
09:00 AM 0 0 0 1 2 3 0 2 2 0 0 0 5
Total Volume 0 0 0 2 10 12 0 8 8 0 0 0 20
% App. Total 0 0 16.7 83.3 0 100 0 0
PHF .000 .000 .000 .500 .833 .750 .000 1.00 1.00 .000 .000 .000 .833 Baldwin Park Blvd

Sterling Way
Baldwin Park Blvd
Thru
0 Peds
0 InOut Total
0 0 0
Thru
2 Peds
10 OutTotal In
0 12 12
Thru
0 Peds
8 Out TotalIn
0 8 8
Thru
0 Peds
0 TotalOut In
2 0 2
Peak Hour Begins at 08:15 AM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : BaldwinParkBlvd_SterlingWay_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Baldwin Park Blvd
Southbound
Sterling Way
Westbound
Baldwin Park Blvd
Northbound Eastbound
Start Time Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Int. Total
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 0 0 0 0 5 5 0 3 3 0 0 0 8
03:15 PM 0 0 0 0 0 0 0 2 2 0 0 0 2
03:30 PM 0 0 0 1 2 3 0 1 1 0 0 0 4
03:45 PM 0 0 0 0 2 2 0 4 4 0 0 0 6
Total Volume 0 0 0 1 9 10 0 10 10 0 0 0 20
% App. Total 0 0 10 90 0 100 0 0
PHF .000 .000 .000 .250 .450 .500 .000 .625 .625 .000 .000 .000 .625 Baldwin Park Blvd

Sterling Way
Baldwin Park Blvd
Thru
0 Peds
0 InOut Total
0 0 0
Thru
1 Peds
9 OutTotal In
0 10 10
Thru
0 Peds
10 Out TotalIn
0 10 10
Thru
0 Peds
0 TotalOut In
1 0 1
Peak Hour Begins at 03:00 PM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_RamonaBlvd
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Vehicles
Southbound
Ramona Blvd
Westbound
Sterling Way (Connector
Road)
Northbound
Ramona Blvd
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 11 183 0 4 0 2 0 86 0 286
07:15 AM 0 0 0 10 179 0 6 0 3 0 120 3 321
07:30 AM 0 0 0 16 247 0 7 0 5 0 152 10 437
07:45 AM 0 0 0 11 230 0 3 0 12 0 172 3 431
Total 0 0 0 48 839 0 20 0 22 0 530 16 1475
08:00 AM 0 0 0 7 209 0 1 0 11 0 178 5 411
08:15 AM 0 0 0 9 198 0 2 0 7 0 143 2 361
08:30 AM 0 0 0 5 171 0 6 0 3 0 126 8 319
08:45 AM 0 0 0 7 149 0 4 0 6 0 140 4 310
Total 0 0 0 28 727 0 13 0 27 0 587 19 1401
09:00 AM 0 0 0 2 118 0 5 0 6 0 137 2 270
09:15 AM 0 0 0 3 153 0 3 0 7 0 124 5 295
09:30 AM 0 0 0 8 125 0 5 0 6 0 132 2 278
09:45 AM 0 0 0 7 148 0 2 0 5 0 157 5 324
Total 0 0 0 20 544 0 15 0 24 0 550 14 1167
03:00 PM 0 0 0 6 175 0 3 0 12 0 271 4 471
03:15 PM 0 0 0 9 171 0 0 0 9 0 249 5 443
03:30 PM 0 0 0 14 161 0 2 0 7 0 233 9 426
03:45 PM 0 0 0 11 184 0 1 0 8 0 242 9 455
Total 0 0 0 40 691 0 6 0 36 0 995 27 1795
04:00 PM 0 0 0 9 155 0 1 0 3 0 219 5 392
04:15 PM 0 0 0 11 180 0 0 0 5 0 266 9 471
04:30 PM 0 0 0 5 154 0 7 0 8 0 235 11 420
04:45 PM 0 0 0 10 184 0 0 0 14 0 276 8 492
Total 0 0 0 35 673 0 8 0 30 0 996 33 1775
05:00 PM 0 0 0 11 155 0 0 0 12 0 259 3 440
05:15 PM 0 0 0 13 186 0 3 0 8 0 240 7 457
05:30 PM 0 0 0 11 184 0 1 0 6 0 245 8 455
05:45 PM 0 0 0 10 170 0 1 0 4 0 256 4 445
Total 0 0 0 45 695 0 5 0 30 0 1000 22 1797
06:00 PM 0 0 0 13 154 0 1 0 16 0 227 6 417
06:15 PM 0 0 0 9 161 0 4 0 4 0 222 3 403
06:30 PM 0 0 0 5 127 0 1 0 7 0 188 2 330
06:45 PM 0 0 0 3 128 0 1 0 8 0 222 5 367
Total 0 0 0 30 570 0 7 0 35 0 859 16 1517
Grand Total 0 0 0 246 4739 0 74 0 204 0 5517 147 10927
Apprch % 0 0 0 4.9 95.1 0 26.6 0 73.4 0 97.4 2.6
Total % 0 0 0 2.3 43.4 0 0.7 0 1.9 0 50.5 1.3

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_RamonaBlvd
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Southbound
Ramona Blvd
Westbound
Sterling Way (Connector
Road)
Northbound
Ramona Blvd
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 16 247 0 263 7 0 5 12 0 152 10 162 437 07:45 AM 0 0 0 0 11 230 0 241 3 0 12 15 0 172 3 175 431 08:00 AM 0 0 0 0 7 209 0 216 1 0 11 12 0 178 5 183 411
08:15 AM 0 0 0 0 9 198 0 207 2 0 7 9 0 143 2 145 361
Total Volume 0 0 0 0 43 884 0 927 13 0 35 48 0 645 20 665 1640 % App. Total 0 0 0 4.6 95.4 0 27.1 0 72.9 0 97 3
PHF .000 .000 .000 .000 .672 .895 .000 .881 .464 .000 .729 .800 .000 .906 .500 .908 .938

Ramona Blvd
Ramona Blvd
Sterling Way (Connector Road)
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
884
Left
43 OutTotal In
680 927 1607
Left
13 Thru
0 Right
35 Out TotalIn
63 48 111
Left
0 Thru
645
Right
20 TotalOut In
897 665 1562
Peak Hour Begins at 07:30 AM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_RamonaBlvd
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Southbound
Ramona Blvd
Westbound
Sterling Way (Connector
Road)
Northbound
Ramona Blvd
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 10 184 0 194 0 0 14 14 0 276 8 284 492 05:00 PM 0 0 0 0 11 155 0 166 0 0 12 12 0 259 3 262 440 05:15 PM 0 0 0 0 13 186 0 199 3 0 8 11 0 240 7 247 457
05:30 PM 0 0 0 0 11 184 0 195 1 0 6 7 0 245 8 253 455
Total Volume 0 0 0 0 45 709 0 754 4 0 40 44 0 1020 26 1046 1844 % App. Total 0 0 0 6 94 0 9.1 0 90.9 0 97.5 2.5
PHF .000 .000 .000 .000 .865 .953 .000 .947 .333 .000 .714 .786 .000 .924 .813 .921 .937

Ramona Blvd
Ramona Blvd
Sterling Way (Connector Road)
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
709
Left
45 OutTotal In
1060 754 1814
Left
4 Thru
0 Right
40 Out TotalIn
71 44 115
Left
0 Thru
1020
Right
26 TotalOut In
713 1046 1759
Peak Hour Begins at 04:45 PM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_RamonaBlvd_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Bikes & Peds
Southbound
Ramona Blvd
Westbound
Sterling Way
(Connector Road)
Northbound
Ramona Blvd
Eastbound
Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int. Total 07:15 AM 0 0 0 0 1 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 1 1
Total 0 0 0 0 1 0 0 1 2
08:15 AM 0 0 0 0 2 0 0 0 2
08:30 AM 0 0 0 0 1 0 0 0 1
Total 0 0 0 0 3 0 0 0 3
03:00 PM 0 0 0 0 1 0 0 0 1
03:45 PM 0 0 0 0 1 0 0 0 1
Total 0 0 0 0 2 0 0 0 2
06:00 PM 0 0 0 0 2 0 0 0 2
06:15 PM 0 0 0 0 2 0 0 0 2
Total 0 0 0 0 4 0 0 0 4
Grand Total 0 0 0 0 10 0 0 1 11
Apprch % 0 0 0 0 100 0 0 100
Total % 0 0 0 0 90.9 0 0 9.1

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_RamonaBlvd_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Southbound
Ramona Blvd
Westbound
Sterling Way (Connector
Road)
Northbound
Ramona Blvd
Eastbound
Start Time Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 1
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 2 0 2 0 0 0 2
08:30 AM 0 0 0 0 0 0 1 0 1 0 0 0 1
Total Volume 0 0 0 0 0 0 3 0 3 0 1 1 4
% App. Total 0 0 0 0 100 0 0 100
PHF .000 .000 .000 .000 .000 .000 .375 .000 .375 .000 .250 .250 .500

Ramona Blvd
Ramona Blvd
Sterling Way (Connector Road)
Thru
0 Peds
0 InOut Total
3 0 3
Thru
0 Peds
0 OutTotal In
0 0 0
Thru
3 Peds
0 Out TotalIn
0 3 3
Thru
0 Peds
1 TotalOut In
0 1 1
Peak Hour Begins at 07:45 AM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_RamonaBlvd_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Southbound
Ramona Blvd
Westbound
Sterling Way (Connector
Road)
Northbound
Ramona Blvd
Eastbound
Start Time Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Int. Total
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:30 PM
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00 PM 0 0 0 0 0 0 2 0 2 0 0 0 2
06:15 PM 0 0 0 0 0 0 2 0 2 0 0 0 2
Total Volume 0 0 0 0 0 0 4 0 4 0 0 0 4
% App. Total 0 0 0 0 100 0 0 0
PHF .000 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .500

Ramona Blvd
Ramona Blvd
Sterling Way (Connector Road)
Thru
0 Peds
0 InOut Total
4 0 4
Thru
0 Peds
0 OutTotal In
0 0 0
Thru
4 Peds
0 Out TotalIn
0 4 4
Thru
0 Peds
0 TotalOut In
0 0 0
Peak Hour Begins at 05:30 PM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_SterlingWay
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Vehicles
Sterling Way (Connector
Road)
Southbound
Sterling Way
Westbound
Car Wash Driveway
Northbound
Sterling Way
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 3 0 8 1 18 6 0 0 0 1 9 0 46
07:15 AM 5 0 11 0 37 8 0 0 0 1 17 1 80
07:30 AM 11 0 15 0 49 12 0 0 0 4 24 0 115
07:45 AM 13 0 8 0 55 10 0 0 0 4 47 0 137
Total 32 0 42 1 159 36 0 0 0 10 97 1 378
08:00 AM 9 1 3 0 64 7 0 0 0 5 32 0 121
08:15 AM 9 0 6 1 34 11 0 0 0 1 16 0 78
08:30 AM 9 0 5 1 16 8 0 0 0 3 21 0 63
08:45 AM 4 1 5 0 24 10 0 0 0 5 14 0 63
Total 31 2 19 2 138 36 0 0 0 14 83 0 325
09:00 AM 2 0 3 0 20 9 0 0 0 5 13 0 52
09:15 AM 8 0 2 0 26 9 0 0 0 4 11 0 60
09:30 AM 9 0 1 0 21 9 0 0 0 3 17 1 61
09:45 AM 8 0 3 0 13 9 0 0 0 3 12 1 49
Total 27 0 9 0 80 36 0 0 0 15 53 2 222
03:00 PM 10 0 4 0 31 11 0 0 0 6 36 1 99
03:15 PM 11 0 5 1 22 11 0 0 0 9 32 1 92
03:30 PM 14 0 6 0 38 13 0 0 0 4 37 0 112
03:45 PM 20 0 5 0 33 5 0 0 0 5 36 0 104
Total 55 0 20 1 124 40 0 0 0 24 141 2 407
04:00 PM 10 0 3 0 42 7 0 0 0 3 32 0 97
04:15 PM 14 0 5 0 16 11 0 0 0 2 20 2 70
04:30 PM 13 0 4 0 20 12 0 0 0 7 27 0 83
04:45 PM 14 0 5 0 23 11 0 0 0 8 28 0 89
Total 51 0 17 0 101 41 0 0 0 20 107 2 339
05:00 PM 15 0 1 1 25 17 0 0 0 8 24 0 91
05:15 PM 11 0 6 1 32 9 0 0 0 2 33 0 94
05:30 PM 15 0 7 0 33 12 0 0 0 1 20 0 88
05:45 PM 11 0 4 0 35 12 0 0 0 4 26 0 92
Total 52 0 18 2 125 50 0 0 0 15 103 0 365
06:00 PM 9 0 2 0 29 8 0 0 0 4 22 0 74
06:15 PM 9 1 7 0 29 8 0 0 0 1 24 1 80
06:30 PM 1 0 1 0 22 4 0 0 0 4 24 0 56
06:45 PM 8 0 1 0 38 12 0 0 0 2 27 0 88
Total 27 1 11 0 118 32 0 0 0 11 97 1 298
Grand Total 275 3 136 6 845 271 0 0 0 109 681 8 2334
Apprch % 66.4 0.7 32.9 0.5 75.3 24.2 0 0 0 13.7 85.3 1
Total % 11.8 0.1 5.8 0.3 36.2 11.6 0 0 0 4.7 29.2 0.3

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_SterlingWay
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Sterling Way (Connector
Road)
Southbound
Sterling Way
Westbound
Car Wash Driveway
Northbound
Sterling Way
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 5 0 11 16 0 37 8 45 0 0 0 0 1 17 1 19 80
07:30 AM 11 0 15 26 0 49 12 61 0 0 0 0 4 24 0 28 115
07:45 AM 13 0 8 21 0 55 10 65 0 0 0 0 4 47 0 51 137
08:00 AM 9 1 3 13 0 64 7 71 0 0 0 0 5 32 0 37 121
Total Volume 38 1 37 76 0 205 37 242 0 0 0 0 14 120 1 135 453 % App. Total 50 1.3 48.7 0 84.7 15.3 0 0 0 10.4 88.9 0.7 PHF .731 .250 .617 .731 .000 .801 .771 .852 .000 .000 .000 .000 .700 .638 .250 .662 .827 Sterling Way (Connector Road)
Sterling Way
Sterling Way
Car Wash Driveway
Right
37 Thru
1 Left
38 InOut Total
51 76 127
Right
37 Thru
205
Left
0 OutTotal In
158 242 400
Left
0 Thru
0 Right
0 Out TotalIn
2 0 2
Left
14 Thru
120
Right
1 TotalOut In
242 135 377
Peak Hour Begins at 07:15 AM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_SterlingWay
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Sterling Way (Connector
Road)
Southbound
Sterling Way
Westbound
Car Wash Driveway
Northbound
Sterling Way
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 10 0 4 14 0 31 11 42 0 0 0 0 6 36 1 43 99
03:15 PM 11 0 5 16 1 22 11 34 0 0 0 0 9 32 1 42 92
03:30 PM 14 0 6 20 0 38 13 51 0 0 0 0 4 37 0 41 112
03:45 PM 20 0 5 25 0 33 5 38 0 0 0 0 5 36 0 41 104
Total Volume 55 0 20 75 1 124 40 165 0 0 0 0 24 141 2 167 407 % App. Total 73.3 0 26.7 0.6 75.2 24.2 0 0 0 14.4 84.4 1.2 PHF .688 .000 .833 .750 .250 .816 .769 .809 .000 .000 .000 .000 .667 .953 .500 .971 .908 Sterling Way (Connector Road)
Sterling Way
Sterling Way
Car Wash Driveway
Right
20 Thru
0 Left
55 InOut Total
64 75 139
Right
40 Thru
124
Left
1 OutTotal In
196 165 361
Left
0 Thru
0 Right
0 Out TotalIn
3 0 3
Left
24 Thru
141
Right
2 TotalOut In
144 167 311
Peak Hour Begins at 03:00 PM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_SterlingWay_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Bikes & Peds
Sterling Way
(Connector Road)
Southbound
Sterling Way
Westbound
Car Wash Driveway
Northbound
Sterling Way
Eastbound
Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int. Total 07:15 AM 0 7 0 0 0 0 0 0 7
07:30 AM 0 6 0 0 0 0 0 0 6
07:45 AM 0 5 0 4 0 0 0 0 9
Total 0 18 0 4 0 0 0 0 22
08:00 AM 0 5 0 2 0 0 0 0 7
08:15 AM 0 7 0 0 0 0 0 1 8
08:30 AM 0 4 0 1 0 0 0 0 5
08:45 AM 1 6 0 2 0 0 0 0 9
Total 1 22 0 5 0 0 0 1 29
09:00 AM 1 6 0 1 0 0 0 1 9
09:15 AM 0 2 0 2 0 0 0 0 4
09:30 AM 1 1 0 0 0 0 0 0 2
09:45 AM 3 1 0 1 0 0 0 0 5
Total 5 10 0 4 0 0 0 1 20
03:00 PM 2 8 0 2 0 0 0 5 17
03:15 PM 0 2 0 1 0 0 0 0 3
03:30 PM 4 2 0 1 0 0 0 0 7
03:45 PM 1 6 0 0 0 0 0 0 7
Total 7 18 0 4 0 0 0 5 34
04:00 PM 0 4 0 1 0 0 0 0 5
04:15 PM 0 3 0 0 0 0 0 0 3
04:30 PM 0 6 0 0 0 0 0 0 6
04:45 PM 0 1 0 0 0 0 0 1 2
Total 0 14 0 1 0 0 0 1 16
05:00 PM 1 3 0 0 0 0 1 0 5
05:15 PM 1 3 0 0 0 0 0 0 4
05:30 PM 0 3 0 0 0 0 0 0 3
05:45 PM 1 3 0 0 0 0 0 0 4
Total 3 12 0 0 0 0 1 0 16
06:00 PM 0 2 0 0 0 0 0 0 2
06:45 PM 1 0 0 1 0 0 0 0 2
Total 1 2 0 1 0 0 0 0 4
Grand Total 17 96 0 19 0 0 1 8 141
Apprch % 15 85 0 100 0 0 11.1 88.9
Total % 12.1 68.1 0 13.5 0 0 0.7 5.7

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_SterlingWay_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Sterling Way (Connector
Road)
Southbound
Sterling Way
Westbound
Car Wash Driveway
Northbound
Sterling Way
Eastbound
Start Time Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 0 7 7 0 0 0 0 0 0 0 1 1 8
08:30 AM 0 4 4 0 1 1 0 0 0 0 0 0 5
08:45 AM 1 6 7 0 2 2 0 0 0 0 0 0 9
09:00 AM 1 6 7 0 1 1 0 0 0 0 1 1 9
Total Volume 2 23 25 0 4 4 0 0 0 0 2 2 31
% App. Total 8 92 0 100 0 0 0 100
PHF .500 .821 .893 .000 .500 .500 .000 .000 .000 .000 .500 .500 .861 Sterling Way (Connector Road)
Sterling Way
Sterling Way
Car Wash Driveway
Thru
2 Peds
23 InOut Total
0 25 25
Thru
0 Peds
4 OutTotal In
0 4 4
Thru
0 Peds
0 Out TotalIn
2 0 2
Thru
0 Peds
2 TotalOut In
0 2 2
Peak Hour Begins at 08:15 AM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay(ConnectorRoad)_SterlingWay_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Sterling Way (Connector
Road)
Southbound
Sterling Way
Westbound
Car Wash Driveway
Northbound
Sterling Way
Eastbound
Start Time Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Int. Total
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 2 8 10 0 2 2 0 0 0 0 5 5 17
03:15 PM 0 2 2 0 1 1 0 0 0 0 0 0 3
03:30 PM 4 2 6 0 1 1 0 0 0 0 0 0 7
03:45 PM 1 6 7 0 0 0 0 0 0 0 0 0 7
Total Volume 7 18 25 0 4 4 0 0 0 0 5 5 34
% App. Total 28 72 0 100 0 0 0 100
PHF .438 .563 .625 .000 .500 .500 .000 .000 .000 .000 .250 .250 .500 Sterling Way (Connector Road)
Sterling Way
Sterling Way
Car Wash Driveway
Thru
7 Peds
18 InOut Total
0 25 25
Thru
0 Peds
4 OutTotal In
0 4 4
Thru
0 Peds
0 Out TotalIn
7 0 7
Thru
0 Peds
5 TotalOut In
0 5 5
Peak Hour Begins at 03:00 PM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay_MaineAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Vehicles
Sterling Way
Southbound
Maine Avenue
Westbound
Church/School Driveway
Northbound
Maine Avenue
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 10 3 1 0 14 24 0 0 0 3 13 0 68
07:15 AM 19 2 3 1 20 33 0 0 0 13 24 3 118
07:30 AM 29 1 4 3 46 51 0 0 0 12 38 1 185
07:45 AM 46 4 8 2 48 50 0 0 0 14 56 4 232
Total 104 10 16 6 128 158 0 0 0 42 131 8 603
08:00 AM 30 3 4 4 41 54 5 6 4 10 32 4 197
08:15 AM 19 2 5 2 27 35 0 1 2 10 20 1 124
08:30 AM 27 0 5 1 13 23 1 1 0 2 14 0 87
08:45 AM 14 0 2 0 17 27 0 0 0 7 23 1 91
Total 90 5 16 7 98 139 6 8 6 29 89 6 499
09:00 AM 12 0 3 1 18 23 0 0 1 6 20 0 84
09:15 AM 7 1 4 0 12 29 0 0 1 6 22 0 82
09:30 AM 15 0 5 0 22 32 0 0 0 4 24 0 102
09:45 AM 17 1 8 1 21 29 0 0 1 4 27 0 109
Total 51 2 20 2 73 113 0 0 3 20 93 0 377
03:00 PM 32 1 9 0 38 28 0 1 0 5 38 0 152
03:15 PM 38 1 9 1 21 30 0 4 0 7 40 0 151
03:30 PM 41 1 8 0 41 39 0 1 1 8 29 1 170
03:45 PM 40 2 11 1 39 27 1 2 0 9 34 0 166
Total 151 5 37 2 139 124 1 8 1 29 141 1 639
04:00 PM 30 3 8 0 39 34 1 3 0 5 28 2 153
04:15 PM 22 2 11 0 39 26 0 2 0 8 22 0 132
04:30 PM 31 0 10 0 33 19 1 2 2 6 29 0 133
04:45 PM 30 1 4 0 27 23 0 1 0 7 25 0 118
Total 113 6 33 0 138 102 2 8 2 26 104 2 536
05:00 PM 38 1 11 0 26 30 1 1 0 10 26 0 144
05:15 PM 37 0 6 1 30 29 0 0 0 6 19 0 128
05:30 PM 21 0 10 1 38 39 0 1 0 8 25 0 143
05:45 PM 38 0 9 0 33 35 0 1 0 7 25 0 148
Total 134 1 36 2 127 133 1 3 0 31 95 0 563
06:00 PM 24 1 6 0 31 31 0 0 0 8 30 0 131
06:15 PM 31 1 5 0 24 41 0 1 0 4 15 0 122
06:30 PM 17 0 5 0 32 19 0 0 0 6 23 0 102
06:45 PM 21 2 7 0 35 32 0 0 0 9 23 0 129
Total 93 4 23 0 122 123 0 1 0 27 91 0 484
Grand Total 736 33 181 19 825 892 10 28 12 204 744 17 3701 Apprch % 77.5 3.5 19.1 1.1 47.5 51.4 20 56 24 21.1 77.1 1.8 Total % 19.9 0.9 4.9 0.5 22.3 24.1 0.3 0.8 0.3 5.5 20.1 0.5

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay_MaineAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Sterling Way
Southbound
Maine Avenue
Westbound
Church/School Driveway
Northbound
Maine Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 29 1 4 34 3 46 51 100 0 0 0 0 12 38 1 51 185
07:45 AM 46 4 8 58 2 48 50 100 0 0 0 0 14 56 4 74 232
08:00 AM 30 3 4 37 4 41 54 99 5 6 4 15 10 32 4 46 197
08:15 AM 19 2 5 26 2 27 35 64 0 1 2 3 10 20 1 31 124
Total Volume 124 10 21 155 11 162 190 363 5 7 6 18 46 146 10 202 738 % App. Total 80 6.5 13.5 3 44.6 52.3 27.8 38.9 33.3 22.8 72.3 5 PHF .674 .625 .656 .668 .688 .844 .880 .908 .250 .292 .375 .300 .821 .652 .625 .682 .795 Sterling Way
Maine Avenue
Maine Avenue
Church/School Driveway
Right
21 Thru
10 Left
124
InOut Total
243 155 398
Right
190
Thru
162
Left
11 OutTotal In
276 363 639
Left
5 Thru
7 Right
6 Out TotalIn
31 18 49
Left
46 Thru
146
Right
10 TotalOut In
188 202 390
Peak Hour Begins at 07:30 AM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay_MaineAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Sterling Way
Southbound
Maine Avenue
Westbound
Church/School Driveway
Northbound
Maine Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 38 1 9 48 1 21 30 52 0 4 0 4 7 40 0 47 151
03:30 PM 41 1 8 50 0 41 39 80 0 1 1 2 8 29 1 38 170
03:45 PM 40 2 11 53 1 39 27 67 1 2 0 3 9 34 0 43 166
04:00 PM 30 3 8 41 0 39 34 73 1 3 0 4 5 28 2 35 153
Total Volume 149 7 36 192 2 140 130 272 2 10 1 13 29 131 3 163 640 % App. Total 77.6 3.6 18.8 0.7 51.5 47.8 15.4 76.9 7.7 17.8 80.4 1.8 PHF .909 .583 .818 .906 .500 .854 .833 .850 .500 .625 .250 .813 .806 .819 .375 .867 .941 Sterling Way
Maine Avenue
Maine Avenue
Church/School Driveway
Right
36 Thru
7 Left
149
InOut Total
169 192 361
Right
130
Thru
140
Left
2 OutTotal In
281 272 553
Left
2 Thru
10 Right
1 Out TotalIn
12 13 25
Left
29 Thru
131
Right
3 TotalOut In
178 163 341
Peak Hour Begins at 03:15 PM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay_MaineAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Bikes & Peds
Sterling Way
Southbound
Maine Avenue
Westbound
Church/School
Driveway
Northbound
Maine Avenue
Eastbound
Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int. Total 07:00 AM 0 2 0 0 0 0 0 0 2
07:30 AM 0 1 0 0 0 0 0 0 1
07:45 AM 0 4 0 0 0 0 0 0 4
Total 0 7 0 0 0 0 0 0 7
08:00 AM 0 3 0 0 0 0 0 0 3
08:15 AM 0 1 0 0 0 0 0 0 1
08:30 AM 0 4 0 0 0 0 0 0 4
08:45 AM 0 4 0 0 0 0 0 0 4
Total 0 12 0 0 0 0 0 0 12
09:00 AM 0 4 0 0 0 0 0 0 4
09:15 AM 0 3 0 0 0 0 0 0 3
09:30 AM 0 2 0 0 0 0 0 0 2
09:45 AM 0 3 0 0 0 0 0 0 3
Total 0 12 0 0 0 0 0 0 12
03:00 PM 0 3 0 0 0 0 0 0 3
03:15 PM 0 2 0 0 0 0 0 0 2
03:45 PM 0 1 0 0 0 0 0 0 1
Total 0 6 0 0 0 0 0 0 6
04:00 PM 1 0 0 0 0 0 0 0 1
04:30 PM 1 1 0 0 0 0 0 0 2
Total 2 1 0 0 0 0 0 0 3
05:00 PM 0 3 0 0 0 0 0 0 3
05:30 PM 0 5 0 0 0 0 0 0 5
Total 0 8 0 0 0 0 0 0 8
06:00 PM 0 2 0 0 0 0 0 0 2
Total 0 2 0 0 0 0 0 0 2
Grand Total 2 48 0 0 0 0 0 0 50
Apprch % 4 96 0 0 0 0 0 0
Total % 4 96 0 0 0 0 0 0

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay_MaineAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Sterling Way
Southbound
Maine Avenue
Westbound
Church/School Driveway
Northbound
Maine Avenue
Eastbound
Start Time Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 0 4 4 0 0 0 0 0 0 0 0 0 4
08:45 AM 0 4 4 0 0 0 0 0 0 0 0 0 4
09:00 AM 0 4 4 0 0 0 0 0 0 0 0 0 4
09:15 AM 0 3 3 0 0 0 0 0 0 0 0 0 3
Total Volume 0 15 15 0 0 0 0 0 0 0 0 0 15
% App. Total 0 100 0 0 0 0 0 0
PHF .000 .938 .938 .000 .000 .000 .000 .000 .000 .000 .000 .000 .938 Sterling Way
Maine Avenue
Maine Avenue
Church/School Driveway
Thru
0 Peds
15 InOut Total
0 15 15
Thru
0 Peds
0 OutTotal In
0 0 0
Thru
0 Peds
0 Out TotalIn
0 0 0
Thru
0 Peds
0 TotalOut In
0 0 0
Peak Hour Begins at 08:30 AM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : SterlingWay_MaineAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Sterling Way
Southbound
Maine Avenue
Westbound
Church/School Driveway
Northbound
Maine Avenue
Eastbound
Start Time Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Int. Total
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 3 3 0 0 0 0 0 0 0 0 0 3
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 5 5 0 0 0 0 0 0 0 0 0 5
Total Volume 0 8 8 0 0 0 0 0 0 0 0 0 8
% App. Total 0 100 0 0 0 0 0 0
PHF .000 .400 .400 .000 .000 .000 .000 .000 .000 .000 .000 .000 .400 Sterling Way
Maine Avenue
Maine Avenue
Church/School Driveway
Thru
0 Peds
8 InOut Total
0 8 8
Thru
0 Peds
0 OutTotal In
0 0 0
Thru
0 Peds
0 Out TotalIn
0 0 0
Thru
0 Peds
0 TotalOut In
0 0 0
Peak Hour Begins at 04:45 PM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : CesarChavezDr_RamonaBlvd
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Vehicles
Cesar Chavez Drive
Southbound
Ramona Blvd
Westbound Northbound
Ramona Blvd
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 2 0 3 0 189 1 0 0 0 3 79 0 277
07:15 AM 2 0 3 0 188 0 0 0 0 5 113 0 311
07:30 AM 1 0 6 0 261 0 0 0 0 4 146 0 418
07:45 AM 1 0 3 0 239 5 0 0 0 9 176 0 433
Total 6 0 15 0 877 6 0 0 0 21 514 0 1439
08:00 AM 4 0 5 0 206 2 0 0 0 11 169 0 397
08:15 AM 1 0 3 0 202 5 0 0 0 7 141 0 359
08:30 AM 3 0 8 0 168 0 0 0 0 7 109 0 295
08:45 AM 0 0 5 0 149 1 0 0 0 7 132 0 294
Total 8 0 21 0 725 8 0 0 0 32 551 0 1345
09:00 AM 6 0 3 0 119 2 0 0 0 12 112 0 254
09:15 AM 0 0 5 0 141 1 0 0 0 7 104 0 258
09:30 AM 2 0 10 0 123 1 0 0 0 2 120 0 258
09:45 AM 1 0 5 0 146 1 0 0 0 7 135 0 295
Total 9 0 23 0 529 5 0 0 0 28 471 0 1065
03:00 PM 7 0 9 0 171 0 0 0 0 8 271 0 466
03:15 PM 4 0 8 0 179 1 0 0 0 12 233 0 437
03:30 PM 6 0 13 0 160 0 0 0 0 9 216 0 404
03:45 PM 8 0 6 0 193 0 0 0 0 10 232 0 449
Total 25 0 36 0 703 1 0 0 0 39 952 0 1756
04:00 PM 4 0 5 0 153 1 0 0 0 7 211 0 381
04:15 PM 8 0 9 0 190 2 0 0 0 13 231 0 453
04:30 PM 7 0 8 0 171 2 0 0 0 5 223 0 416
04:45 PM 9 0 18 0 173 3 0 0 0 11 268 0 482
Total 28 0 40 0 687 8 0 0 0 36 933 0 1732
05:00 PM 8 0 13 0 152 1 0 0 0 8 236 0 418
05:15 PM 4 0 18 0 192 3 0 0 0 14 207 0 438
05:30 PM 3 0 10 0 182 1 0 0 0 15 228 0 439
05:45 PM 6 0 16 0 171 0 0 0 0 17 227 0 437
Total 21 0 57 0 697 5 0 0 0 54 898 0 1732
06:00 PM 5 0 9 0 159 1 0 0 0 9 218 0 401
06:15 PM 4 0 7 0 163 1 0 0 0 5 215 0 395
06:30 PM 6 0 5 0 124 0 0 0 0 6 165 0 306
06:45 PM 1 0 8 0 118 0 0 0 0 9 200 0 336
Total 16 0 29 0 564 2 0 0 0 29 798 0 1438
Grand Total 113 0 221 0 4782 35 0 0 0 239 5117 0 10507
Apprch % 33.8 0 66.2 0 99.3 0.7 0 0 0 4.5 95.5 0
Total % 1.1 0 2.1 0 45.5 0.3 0 0 0 2.3 48.7 0

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : CesarChavezDr_RamonaBlvd
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Cesar Chavez Drive
Southbound
Ramona Blvd
Westbound Northbound
Ramona Blvd
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 0 6 7 0 261 0 261 0 0 0 0 4 146 0 150 418
07:45 AM 1 0 3 4 0 239 5 244 0 0 0 0 9 176 0 185 433
08:00 AM 4 0 5 9 0 206 2 208 0 0 0 0 11 169 0 180 397
08:15 AM 1 0 3 4 0 202 5 207 0 0 0 0 7 141 0 148 359
Total Volume 7 0 17 24 0 908 12 920 0 0 0 0 31 632 0 663 1607 % App. Total 29.2 0 70.8 0 98.7 1.3 0 0 0 4.7 95.3 0 PHF .438 .000 .708 .667 .000 .870 .600 .881 .000 .000 .000 .000 .705 .898 .000 .896 .928 Cesar Chavez Drive
Ramona Blvd
Ramona Blvd

Right
17 Thru
0 Left
7 InOut Total
43 24 67
Right
12 Thru
908
Left
0 OutTotal In
639 920 1559
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
31 Thru
632
Right
0 TotalOut In
925 663 1588
Peak Hour Begins at 07:30 AM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : CesarChavezDr_RamonaBlvd
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Cesar Chavez Drive
Southbound
Ramona Blvd
Westbound Northbound
Ramona Blvd
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 9 0 18 27 0 173 3 176 0 0 0 0 11 268 0 279 482 05:00 PM 8 0 13 21 0 152 1 153 0 0 0 0 8 236 0 244 418
05:15 PM 4 0 18 22 0 192 3 195 0 0 0 0 14 207 0 221 438 05:30 PM 3 0 10 13 0 182 1 183 0 0 0 0 15 228 0 243 439 Total Volume 24 0 59 83 0 699 8 707 0 0 0 0 48 939 0 987 1777 % App. Total 28.9 0 71.1 0 98.9 1.1 0 0 0 4.9 95.1 0 PHF .667 .000 .819 .769 .000 .910 .667 .906 .000 .000 .000 .000 .800 .876 .000 .884 .922 Cesar Chavez Drive
Ramona Blvd
Ramona Blvd

Right
59 Thru
0 Left
24 InOut Total
56 83 139
Right
8 Thru
699
Left
0 OutTotal In
963 707 1670
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
48 Thru
939
Right
0 TotalOut In
758 987 1745
Peak Hour Begins at 04:45 PM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : CesarChavezDr_RamonaBlvd_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Bikes & Peds
Cesar Chavez Drive
Southbound
Ramona Blvd
Westbound Northbound
Ramona Blvd
Eastbound
Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int. Total 07:00 AM 0 2 0 2 0 0 0 0 4
07:15 AM 0 3 0 1 0 0 0 0 4
07:30 AM 0 1 0 0 0 0 0 0 1
07:45 AM 0 0 0 5 0 0 0 0 5
Total 0 6 0 8 0 0 0 0 14
08:00 AM 0 2 0 7 0 0 0 0 9
08:15 AM 2 1 0 1 0 0 0 0 4
08:30 AM 0 1 0 1 0 0 0 0 2
08:45 AM 1 0 0 4 0 0 0 0 5
Total 3 4 0 13 0 0 0 0 20
09:00 AM 0 0 0 4 0 0 0 0 4
09:15 AM 1 0 0 1 0 0 0 0 2
09:30 AM 0 3 0 2 0 0 0 0 5
09:45 AM 0 0 0 3 0 0 0 0 3
Total 1 3 0 10 0 0 0 0 14
03:00 PM 0 0 0 4 0 0 0 0 4
03:15 PM 0 3 0 1 0 0 0 0 4
03:30 PM 2 0 0 0 0 0 0 0 2
03:45 PM 0 0 0 7 0 0 0 0 7
Total 2 3 0 12 0 0 0 0 17
04:00 PM 0 2 0 4 0 0 0 0 6
04:15 PM 0 0 0 1 0 0 0 0 1
04:30 PM 0 0 0 2 0 0 0 0 2
Total 0 2 0 7 0 0 0 0 9
05:00 PM 2 0 0 2 0 0 0 0 4
05:15 PM 0 2 0 0 0 0 0 1 3
05:30 PM 1 0 0 1 0 0 0 0 2
05:45 PM 0 3 0 4 0 0 0 0 7
Total 3 5 0 7 0 0 0 1 16
06:00 PM 0 0 0 4 0 0 0 0 4
06:15 PM 0 1 0 3 0 0 0 0 4
06:30 PM 0 1 0 0 0 0 0 0 1
06:45 PM 0 0 0 2 0 0 0 0 2
Total 0 2 0 9 0 0 0 0 11
Grand Total 9 25 0 66 0 0 0 1 101
Apprch % 26.5 73.5 0 100 0 0 0 100
Total % 8.9 24.8 0 65.3 0 0 0 1

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : CesarChavezDr_RamonaBlvd_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Cesar Chavez Drive
Southbound
Ramona Blvd
Westbound Northbound
Ramona Blvd
Eastbound
Start Time Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 5 5 0 0 0 0 0 0 5
08:00 AM 0 2 2 0 7 7 0 0 0 0 0 0 9
08:15 AM 2 1 3 0 1 1 0 0 0 0 0 0 4
08:30 AM 0 1 1 0 1 1 0 0 0 0 0 0 2
Total Volume 2 4 6 0 14 14 0 0 0 0 0 0 20
% App. Total 33.3 66.7 0 100 0 0 0 0
PHF .250 .500 .500 .000 .500 .500 .000 .000 .000 .000 .000 .000 .556 Cesar Chavez Drive
Ramona Blvd
Ramona Blvd

Thru
2 Peds
4 InOut Total
0 6 6
Thru
0 Peds
14 OutTotal In
0 14 14
Thru
0 Peds
0 Out TotalIn
2 0 2
Thru
0 Peds
0 TotalOut In
0 0 0
Peak Hour Begins at 07:45 AM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : CesarChavezDr_RamonaBlvd_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Cesar Chavez Drive
Southbound
Ramona Blvd
Westbound Northbound
Ramona Blvd
Eastbound
Start Time Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Int. Total
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 0 3 3 0 1 1 0 0 0 0 0 0 4
03:30 PM 2 0 2 0 0 0 0 0 0 0 0 0 2
03:45 PM 0 0 0 0 7 7 0 0 0 0 0 0 7
04:00 PM 0 2 2 0 4 4 0 0 0 0 0 0 6
Total Volume 2 5 7 0 12 12 0 0 0 0 0 0 19
% App. Total 28.6 71.4 0 100 0 0 0 0
PHF .250 .417 .583 .000 .429 .429 .000 .000 .000 .000 .000 .000 .679 Cesar Chavez Drive
Ramona Blvd
Ramona Blvd

Thru
2 Peds
5 InOut Total
0 7 7
Thru
0 Peds
12 OutTotal In
0 12 12
Thru
0 Peds
0 Out TotalIn
2 0 2
Thru
0 Peds
0 TotalOut In
0 0 0
Peak Hour Begins at 03:15 PM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_RamonaBlvd
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Vehicles
Maine Avenue
Southbound
Ramona Blvd
Westbound
Maine Avenue
Northbound
Ramona Blvd
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 6 63 15 8 170 11 15 70 4 10 67 19 458
07:15 AM 12 74 6 4 162 12 19 81 6 10 78 40 504
07:30 AM 6 81 14 16 234 11 24 84 9 25 96 30 630
07:45 AM 19 77 11 14 195 25 19 97 11 25 109 33 635
Total 43 295 46 42 761 59 77 332 30 70 350 122 2227
08:00 AM 19 101 12 25 159 20 24 101 13 26 122 25 647
08:15 AM 6 57 16 12 147 7 21 93 8 28 89 29 513
08:30 AM 7 77 10 13 143 9 23 54 14 13 81 23 467
08:45 AM 6 56 16 10 113 8 18 69 18 26 84 19 443
Total 38 291 54 60 562 44 86 317 53 93 376 96 2070
09:00 AM 2 51 18 12 81 17 19 69 17 26 83 19 414
09:15 AM 14 51 21 10 102 9 23 69 13 30 74 22 438
09:30 AM 14 78 16 23 105 8 20 61 20 27 78 27 477
09:45 AM 5 45 24 19 86 4 30 59 22 38 95 29 456
Total 35 225 79 64 374 38 92 258 72 121 330 97 1785
03:00 PM 13 79 24 27 115 16 31 76 31 52 212 33 709
03:15 PM 19 86 15 23 118 23 29 75 30 39 166 38 661
03:30 PM 13 107 17 39 126 13 24 96 18 34 170 44 701
03:45 PM 16 74 14 32 156 12 23 81 21 41 175 45 690
Total 61 346 70 121 515 64 107 328 100 166 723 160 2761 04:00 PM 12 69 15 21 101 12 22 72 26 37 155 36 578
04:15 PM 16 99 18 35 130 13 33 85 15 35 171 45 695
04:30 PM 8 86 18 34 114 18 29 79 16 51 174 44 671
04:45 PM 12 73 25 20 123 19 22 72 17 41 181 49 654
Total 48 327 76 110 468 62 106 308 74 164 681 174 2598
05:00 PM 14 85 17 35 117 10 26 75 15 33 200 53 680
05:15 PM 15 89 24 20 118 9 31 97 16 33 150 39 641
05:30 PM 17 79 15 35 141 7 24 88 15 39 170 39 669
05:45 PM 15 98 14 22 107 13 36 85 22 33 163 42 650
Total 61 351 70 112 483 39 117 345 68 138 683 173 2640
06:00 PM 13 87 19 19 107 16 23 89 17 39 163 43 635
06:15 PM 15 93 14 25 107 16 30 76 16 36 141 43 612
06:30 PM 18 74 12 26 85 8 21 83 17 25 137 42 548
06:45 PM 10 82 18 37 57 12 36 72 8 44 143 35 554
Total 56 336 63 107 356 52 110 320 58 144 584 163 2349
Grand Total 342 2171 458 616 3519 358 695 2208 455 896 3727 985 16430 Apprch % 11.5 73.1 15.4 13.7 78.3 8 20.7 65.8 13.5 16 66.5 17.6 Total % 2.1 13.2 2.8 3.7 21.4 2.2 4.2 13.4 2.8 5.5 22.7 6

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_RamonaBlvd
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Maine Avenue
Southbound
Ramona Blvd
Westbound
Maine Avenue
Northbound
Ramona Blvd
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 6 81 14 101 16 234 11 261 24 84 9 117 25 96 30 151 630 07:45 AM 19 77 11 107 14 195 25 234 19 97 11 127 25 109 33 167 635 08:00 AM 19 101 12 132 25 159 20 204 24 101 13 138 26 122 25 173 647 08:15 AM 6 57 16 79 12 147 7 166 21 93 8 122 28 89 29 146 513 Total Volume 50 316 53 419 67 735 63 865 88 375 41 504 104 416 117 637 2425 % App. Total 11.9 75.4 12.6 7.7 85 7.3 17.5 74.4 8.1 16.3 65.3 18.4 PHF .658 .782 .828 .794 .670 .785 .630 .829 .917 .928 .788 .913 .929 .852 .886 .921 .937 Maine Avenue
Ramona Blvd
Ramona Blvd
Maine Avenue
Right
53 Thru
316
Left
50 InOut Total
542 419 961
Right
63 Thru
735
Left
67 OutTotal In
507 865 1372
Left
88 Thru
375
Right
41 Out TotalIn
500 504 1004
Left
104
Thru
416
Right
117
TotalOut In
876 637 1513
Peak Hour Begins at 07:30 AM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_RamonaBlvd
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Maine Avenue
Southbound
Ramona Blvd
Westbound
Maine Avenue
Northbound
Ramona Blvd
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 13 79 24 116 27 115 16 158 31 76 31 138 52 212 33 297 709 03:15 PM 19 86 15 120 23 118 23 164 29 75 30 134 39 166 38 243 661 03:30 PM 13 107 17 137 39 126 13 178 24 96 18 138 34 170 44 248 701 03:45 PM 16 74 14 104 32 156 12 200 23 81 21 125 41 175 45 261 690 Total Volume 61 346 70 477 121 515 64 700 107 328 100 535 166 723 160 1049 2761 % App. Total 12.8 72.5 14.7 17.3 73.6 9.1 20 61.3 18.7 15.8 68.9 15.3 PHF .803 .808 .729 .870 .776 .825 .696 .875 .863 .854 .806 .969 .798 .853 .889 .883 .974 Maine Avenue
Ramona Blvd
Ramona Blvd
Maine Avenue
Right
70 Thru
346
Left
61 InOut Total
558 477 1035
Right
64 Thru
515
Left
121
OutTotal In
884 700 1584
Left
107
Thru
328
Right
100
Out TotalIn
627 535 1162
Left
166
Thru
723
Right
160
TotalOut In
692 1049 1741
Peak Hour Begins at 03:00 PM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_RamonaBlvd_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Bikes & Peds
Maine Avenue
Southbound
Ramona Blvd
Westbound
Maine Avenue
Northbound
Ramona Blvd
Eastbound
Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int. Total 07:00 AM 1 2 0 6 0 0 0 1 10
07:15 AM 1 1 0 1 0 6 1 0 10
07:30 AM 1 4 0 1 0 3 1 2 12
07:45 AM 3 1 2 2 0 3 0 1 12
Total 6 8 2 10 0 12 2 4 44
08:00 AM 1 0 1 6 0 0 0 4 12
08:15 AM 2 3 1 1 2 5 3 5 22
08:30 AM 0 1 0 6 1 7 3 2 20
08:45 AM 2 1 0 3 0 3 0 2 11
Total 5 5 2 16 3 15 6 13 65
09:00 AM 3 3 1 2 1 1 2 4 17
09:15 AM 2 1 1 5 0 3 1 3 16
09:30 AM 2 2 1 2 0 2 0 7 16
09:45 AM 0 2 0 2 0 2 1 1 8
Total 7 8 3 11 1 8 4 15 57
03:00 PM 1 0 0 2 0 3 0 2 8
03:15 PM 1 7 0 6 1 1 0 6 22
03:30 PM 1 4 0 7 2 6 1 3 24
03:45 PM 0 13 1 12 1 9 0 4 40
Total 3 24 1 27 4 19 1 15 94
04:00 PM 1 2 2 2 3 2 2 2 16
04:15 PM 2 5 0 11 0 5 0 6 29
04:30 PM 0 0 0 3 0 2 0 3 8
04:45 PM 0 0 0 4 0 4 0 4 12
Total 3 7 2 20 3 13 2 15 65
05:00 PM 2 3 1 5 0 3 0 8 22
05:15 PM 0 9 0 9 2 1 0 10 31
05:30 PM 1 8 2 10 3 2 2 5 33
05:45 PM 1 7 0 0 1 0 0 3 12
Total 4 27 3 24 6 6 2 26 98
06:00 PM 1 5 1 2 2 0 1 1 13
06:15 PM 2 8 1 6 0 1 1 8 27
06:30 PM 1 8 0 4 0 1 0 5 19
06:45 PM 0 3 0 7 3 5 0 3 21
Total 4 24 2 19 5 7 2 17 80
Grand Total 32 103 15 127 22 80 19 105 503
Apprch % 23.7 76.3 10.6 89.4 21.6 78.4 15.3 84.7
Total % 6.4 20.5 3 25.2 4.4 15.9 3.8 20.9

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_RamonaBlvd_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Maine Avenue
Southbound
Ramona Blvd
Westbound
Maine Avenue
Northbound
Ramona Blvd
Eastbound
Start Time Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 2 3 5 1 1 2 2 5 7 3 5 8 22
08:30 AM 0 1 1 0 6 6 1 7 8 3 2 5 20
08:45 AM 2 1 3 0 3 3 0 3 3 0 2 2 11
09:00 AM 3 3 6 1 2 3 1 1 2 2 4 6 17
Total Volume 7 8 15 2 12 14 4 16 20 8 13 21 70
% App. Total 46.7 53.3 14.3 85.7 20 80 38.1 61.9
PHF .583 .667 .625 .500 .500 .583 .500 .571 .625 .667 .650 .656 .795 Maine Avenue
Ramona Blvd
Ramona Blvd
Maine Avenue
Thru
7 Peds
8 InOut Total
4 15 19
Thru
2 Peds
12 OutTotal In
8 14 22
Thru
4 Peds
16 Out TotalIn
7 20 27
Thru
8 Peds
13 TotalOut In
2 21 23
Peak Hour Begins at 08:15 AM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_RamonaBlvd_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Maine Avenue
Southbound
Ramona Blvd
Westbound
Maine Avenue
Northbound
Ramona Blvd
Eastbound
Start Time Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Int. Total
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 1 4 5 0 7 7 2 6 8 1 3 4 24
03:45 PM 0 13 13 1 12 13 1 9 10 0 4 4 40
04:00 PM 1 2 3 2 2 4 3 2 5 2 2 4 16
04:15 PM 2 5 7 0 11 11 0 5 5 0 6 6 29
Total Volume 4 24 28 3 32 35 6 22 28 3 15 18 109
% App. Total 14.3 85.7 8.6 91.4 21.4 78.6 16.7 83.3
PHF .500 .462 .538 .375 .667 .673 .500 .611 .700 .375 .625 .750 .681 Maine Avenue
Ramona Blvd
Ramona Blvd
Maine Avenue
Thru
4 Peds
24 InOut Total
6 28 34
Thru
3 Peds
32 OutTotal In
3 35 38
Thru
6 Peds
22 Out TotalIn
4 28 32
Thru
3 Peds
15 TotalOut In
3 18 21
Peak Hour Begins at 03:30 PM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_Alleyway
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Vehicles
Maine Avenue
Southbound
BPPD Driveway
Westbound
Maine Avenue
Northbound
Alleyway
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 96 1 0 0 0 0 89 0 0 0 0 186
07:15 AM 0 121 1 3 0 0 0 110 0 0 0 0 235
07:30 AM 0 128 1 0 0 0 0 120 1 0 0 0 250
07:45 AM 0 121 3 0 0 0 0 127 0 0 0 0 251
Total 0 466 6 3 0 0 0 446 1 0 0 0 922
08:00 AM 0 155 3 2 0 0 0 141 0 0 0 0 301
08:15 AM 0 102 2 1 0 0 0 123 1 0 0 0 229
08:30 AM 0 118 4 0 0 0 0 93 0 0 0 0 215
08:45 AM 1 83 4 0 0 0 0 104 0 0 0 0 192
Total 1 458 13 3 0 0 0 461 1 0 0 0 937
09:00 AM 0 86 3 0 0 1 0 103 1 0 0 0 194
09:15 AM 0 84 1 2 0 0 0 103 1 0 0 0 191
09:30 AM 0 131 1 0 0 1 0 101 0 0 0 0 234
09:45 AM 0 99 0 0 0 0 0 106 0 0 0 0 205
Total 0 400 5 2 0 2 0 413 2 0 0 0 824
03:00 PM 0 138 1 0 0 0 0 138 5 0 0 0 282
03:15 PM 0 159 0 0 0 0 0 136 1 0 0 0 296
03:30 PM 0 191 2 4 0 1 0 137 2 0 0 0 337
03:45 PM 0 155 3 0 0 0 0 127 0 0 0 0 285
Total 0 643 6 4 0 1 0 538 8 0 0 0 1200
04:00 PM 0 126 4 0 0 0 0 125 0 0 0 0 255
04:15 PM 0 171 1 0 0 0 0 127 0 0 0 0 299
04:30 PM 0 177 0 0 0 0 0 126 0 0 0 0 303
04:45 PM 0 144 2 1 0 0 0 120 0 0 0 0 267
Total 0 618 7 1 0 0 0 498 0 0 0 0 1124
05:00 PM 0 175 2 0 0 0 0 117 0 0 0 0 294
05:15 PM 0 166 3 0 0 1 0 148 0 0 0 0 318
05:30 PM 0 158 1 0 0 0 0 127 0 0 0 0 286
05:45 PM 0 168 0 0 0 0 0 139 0 0 0 0 307
Total 0 667 6 0 0 1 0 531 0 0 0 0 1205
06:00 PM 0 166 0 0 0 0 0 131 0 0 0 0 297
06:15 PM 0 163 1 0 0 0 0 125 0 0 0 0 289
06:30 PM 1 142 1 0 0 0 0 125 0 0 0 0 269
06:45 PM 0 145 1 0 0 0 0 109 0 0 0 0 255
Total 1 616 3 0 0 0 0 490 0 0 0 0 1110
Grand Total 2 3868 46 13 0 4 0 3377 12 0 0 0 7322
Apprch % 0.1 98.8 1.2 76.5 0 23.5 0 99.6 0.4 0 0 0
Total % 0 52.8 0.6 0.2 0 0.1 0 46.1 0.2 0 0 0

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_Alleyway
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Maine Avenue
Southbound
BPPD Driveway
Westbound
Maine Avenue
Northbound
Alleyway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 121 1 122 3 0 0 3 0 110 0 110 0 0 0 0 235
07:30 AM 0 128 1 129 0 0 0 0 0 120 1 121 0 0 0 0 250
07:45 AM 0 121 3 124 0 0 0 0 0 127 0 127 0 0 0 0 251
08:00 AM 0 155 3 158 2 0 0 2 0 141 0 141 0 0 0 0 301
Total Volume 0 525 8 533 5 0 0 5 0 498 1 499 0 0 0 0 1037 % App. Total 0 98.5 1.5 100 0 0 0 99.8 0.2 0 0 0
PHF .000 .847 .667 .843 .417 .000 .000 .417 .000 .883 .250 .885 .000 .000 .000 .000 .861 Maine Avenue
Alleyway
BPPD Driveway
Maine Avenue
Right
8 Thru
525
Left
0 InOut Total
498 533 1031
Right
0 Thru
0 Left
5 OutTotal In
1 5 6
Left
0 Thru
498
Right
1 Out TotalIn
530 499 1029
Left
0 Thru
0 Right
0 TotalOut In
8 0 8
Peak Hour Begins at 07:15 AM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_Alleyway
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Maine Avenue
Southbound
BPPD Driveway
Westbound
Maine Avenue
Northbound
Alleyway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 01:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM
05:15 PM 0 166 3 169 0 0 1 1 0 148 0 148 0 0 0 0 318
05:30 PM 0 158 1 159 0 0 0 0 0 127 0 127 0 0 0 0 286
05:45 PM 0 168 0 168 0 0 0 0 0 139 0 139 0 0 0 0 307
06:00 PM 0 166 0 166 0 0 0 0 0 131 0 131 0 0 0 0 297
Total Volume 0 658 4 662 0 0 1 1 0 545 0 545 0 0 0 0 1208 % App. Total 0 99.4 0.6 0 0 100 0 100 0 0 0 0
PHF .000 .979 .333 .979 .000 .000 .250 .250 .000 .921 .000 .921 .000 .000 .000 .000 .950 Maine Avenue
Alleyway
BPPD Driveway
Maine Avenue
Right
4 Thru
658
Left
0 InOut Total
546 662 1208
Right
1 Thru
0 Left
0 OutTotal In
0 1 1
Left
0 Thru
545
Right
0 Out TotalIn
658 545 1203
Left
0 Thru
0 Right
0 TotalOut In
4 0 4
Peak Hour Begins at 05:15 PM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_Alleyway_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Bikes & Peds
Maine Avenue
Southbound
BPPD Driveway
Westbound
Maine Avenue
Northbound
Alleyway
Eastbound
Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int. Total 07:00 AM 0 0 0 2 0 0 0 2 4
07:15 AM 0 0 0 5 0 0 1 0 6
07:30 AM 0 0 0 2 0 0 1 2 5
07:45 AM 0 0 2 4 0 0 0 0 6
Total 0 0 2 13 0 0 2 4 21
08:00 AM 0 0 0 0 0 0 0 6 6
08:15 AM 0 0 1 2 0 0 0 2 5
08:30 AM 0 1 0 1 0 0 1 4 7
08:45 AM 0 0 0 7 0 0 0 0 7
Total 0 1 1 10 0 0 1 12 25
09:00 AM 0 0 1 3 0 0 0 2 6
09:15 AM 0 0 0 0 0 0 0 4 4
09:30 AM 0 0 1 0 0 0 0 7 8
09:45 AM 0 0 0 0 0 0 1 2 3
Total 0 0 2 3 0 0 1 15 21
03:00 PM 0 0 0 3 0 0 0 2 5
03:15 PM 0 0 0 7 0 1 0 2 10
03:30 PM 0 2 0 3 0 3 0 2 10
03:45 PM 0 1 0 5 0 1 0 1 8
Total 0 3 0 18 0 5 0 7 33
04:00 PM 0 0 0 5 0 0 0 1 6
04:15 PM 0 0 0 4 0 0 0 0 4
04:30 PM 0 0 0 4 0 0 1 0 5
04:45 PM 0 0 0 7 0 0 0 0 7
Total 0 0 0 20 0 0 1 1 22
05:00 PM 0 0 0 10 0 0 0 0 10
05:15 PM 0 0 0 13 0 0 0 1 14
05:30 PM 0 0 0 14 0 0 0 2 16
05:45 PM 0 0 0 6 0 0 0 0 6
Total 0 0 0 43 0 0 0 3 46
06:00 PM 0 0 0 2 0 0 0 2 4
06:15 PM 0 0 0 11 0 0 0 1 12
06:30 PM 0 0 0 2 0 0 0 0 2
06:45 PM 0 0 0 4 0 0 0 2 6
Total 0 0 0 19 0 0 0 5 24
Grand Total 0 4 5 126 0 5 5 47 192
Apprch % 0 100 3.8 96.2 0 100 9.6 90.4
Total % 0 2.1 2.6 65.6 0 2.6 2.6 24.5

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_Alleyway_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Maine Avenue
Southbound
BPPD Driveway
Westbound
Maine Avenue
Northbound
Alleyway
Eastbound
Start Time Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 0 0 0 0 6 6 6
08:15 AM 0 0 0 1 2 3 0 0 0 0 2 2 5
08:30 AM 0 1 1 0 1 1 0 0 0 1 4 5 7
08:45 AM 0 0 0 0 7 7 0 0 0 0 0 0 7
Total Volume 0 1 1 1 10 11 0 0 0 1 12 13 25
% App. Total 0 100 9.1 90.9 0 0 7.7 92.3
PHF .000 .250 .250 .250 .357 .393 .000 .000 .000 .250 .500 .542 .893 Maine Avenue
Alleyway
BPPD Driveway
Maine Avenue
Thru
0 Peds
1 InOut Total
0 1 1
Thru
1 Peds
10 OutTotal In
1 11 12
Thru
0 Peds
0 Out TotalIn
0 0 0
Thru
1 Peds
12 TotalOut In
1 13 14
Peak Hour Begins at 08:00 AM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : MaineAve_Alleyway_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Maine Avenue
Southbound
BPPD Driveway
Westbound
Maine Avenue
Northbound
Alleyway
Eastbound
Start Time Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Int. Total
Peak Hour Analysis From 01:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 7 7 0 0 0 0 0 0 7
05:00 PM 0 0 0 0 10 10 0 0 0 0 0 0 10
05:15 PM 0 0 0 0 13 13 0 0 0 0 1 1 14
05:30 PM 0 0 0 0 14 14 0 0 0 0 2 2 16
Total Volume 0 0 0 0 44 44 0 0 0 0 3 3 47
% App. Total 0 0 0 100 0 0 0 100
PHF .000 .000 .000 .000 .786 .786 .000 .000 .000 .000 .375 .375 .734 Maine Avenue
Alleyway
BPPD Driveway
Maine Avenue
Thru
0 Peds
0 InOut Total
0 0 0
Thru
0 Peds
44 OutTotal In
0 44 44
Thru
0 Peds
0 Out TotalIn
0 0 0
Thru
0 Peds
3 TotalOut In
0 3 3
Peak Hour Begins at 04:45 PM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_MaineAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Vehicles
Maine Avenue
Southbound Westbound
Pacific Avenue
Northbound
Maine Avenue
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 87 9 0 0 0 30 85 0 5 0 18 234
07:15 AM 0 108 18 0 0 0 40 96 0 8 0 38 308
07:30 AM 0 113 19 0 0 0 83 111 0 6 0 62 394
07:45 AM 0 92 17 0 0 0 80 117 0 10 0 94 410
Total 0 400 63 0 0 0 233 409 0 29 0 212 1346
08:00 AM 0 117 27 0 0 0 82 125 0 14 0 51 416
08:15 AM 0 82 19 0 0 0 45 103 0 12 0 27 288
08:30 AM 0 96 13 0 0 0 33 82 0 11 0 35 270
08:45 AM 0 65 6 0 0 0 33 93 0 12 0 23 232
Total 0 360 65 0 0 0 193 403 0 49 0 136 1206
09:00 AM 0 61 12 0 0 0 32 92 0 14 0 20 231
09:15 AM 0 77 11 0 0 0 30 89 0 14 0 19 240
09:30 AM 0 112 18 0 0 0 32 83 0 18 0 18 281
09:45 AM 0 74 12 0 0 0 41 82 0 18 0 26 253
Total 0 324 53 0 0 0 135 346 0 64 0 83 1005
03:00 PM 0 114 33 0 0 0 39 124 0 14 0 54 378
03:15 PM 0 136 21 0 0 0 30 118 0 17 0 59 381
03:30 PM 0 161 35 0 0 0 55 124 0 15 0 62 452
03:45 PM 0 134 12 0 0 0 47 115 0 11 0 62 381
Total 0 545 101 0 0 0 171 481 0 57 0 237 1592
04:00 PM 0 101 21 0 0 0 50 109 0 13 0 48 342
04:15 PM 0 151 21 0 0 0 35 117 0 10 0 34 368
04:30 PM 0 143 19 0 0 0 32 111 0 11 0 45 361
04:45 PM 0 129 18 0 0 0 33 105 0 15 0 52 352
Total 0 524 79 0 0 0 150 442 0 49 0 179 1423
05:00 PM 0 147 26 0 0 0 32 101 0 15 0 43 364
05:15 PM 0 135 19 0 0 0 35 128 0 11 0 41 369
05:30 PM 0 127 23 0 0 0 45 114 0 13 0 38 360
05:45 PM 0 147 24 0 0 0 49 121 0 17 0 43 401
Total 0 556 92 0 0 0 161 464 0 56 0 165 1494
06:00 PM 0 142 15 0 0 0 48 114 0 16 0 38 373
06:15 PM 0 138 21 0 0 0 41 112 0 11 0 34 357
06:30 PM 0 122 19 0 0 0 30 112 0 10 0 29 322
06:45 PM 0 122 36 0 0 0 38 95 0 10 0 32 333
Total 0 524 91 0 0 0 157 433 0 47 0 133 1385
Grand Total 0 3233 544 0 0 0 1200 2978 0 351 0 1145 9451 Apprch % 0 85.6 14.4 0 0 0 28.7 71.3 0 23.5 0 76.5
Total % 0 34.2 5.8 0 0 0 12.7 31.5 0 3.7 0 12.1

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_MaineAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Maine Avenue
Southbound Westbound
Pacific Avenue
Northbound
Maine Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 108 18 126 0 0 0 0 40 96 0 136 8 0 38 46 308 07:30 AM 0 113 19 132 0 0 0 0 83 111 0 194 6 0 62 68 394 07:45 AM 0 92 17 109 0 0 0 0 80 117 0 197 10 0 94 104 410 08:00 AM 0 117 27 144 0 0 0 0 82 125 0 207 14 0 51 65 416 Total Volume 0 430 81 511 0 0 0 0 285 449 0 734 38 0 245 283 1528 % App. Total 0 84.1 15.9 0 0 0 38.8 61.2 0 13.4 0 86.6 PHF .000 .919 .750 .887 .000 .000 .000 .000 .858 .898 .000 .886 .679 .000 .652 .680 .918 Maine Avenue
Maine Avenue

Pacific Avenue
Right
81 Thru
430
Left
0 InOut Total
487 511 998
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
285
Thru
449
Right
0 Out TotalIn
675 734 1409
Left
38 Thru
0 Right
245
TotalOut In
366 283 649
Peak Hour Begins at 07:15 AM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_MaineAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Maine Avenue
Southbound Westbound
Pacific Avenue
Northbound
Maine Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 0 114 33 147 0 0 0 0 39 124 0 163 14 0 54 68 378 03:15 PM 0 136 21 157 0 0 0 0 30 118 0 148 17 0 59 76 381 03:30 PM 0 161 35 196 0 0 0 0 55 124 0 179 15 0 62 77 452 03:45 PM 0 134 12 146 0 0 0 0 47 115 0 162 11 0 62 73 381 Total Volume 0 545 101 646 0 0 0 0 171 481 0 652 57 0 237 294 1592 % App. Total 0 84.4 15.6 0 0 0 26.2 73.8 0 19.4 0 80.6 PHF .000 .846 .721 .824 .000 .000 .000 .000 .777 .970 .000 .911 .838 .000 .956 .955 .881 Maine Avenue
Maine Avenue

Pacific Avenue
Right
101
Thru
545
Left
0 InOut Total
538 646 1184
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
171
Thru
481
Right
0 Out TotalIn
782 652 1434
Left
57 Thru
0 Right
237
TotalOut In
272 294 566
Peak Hour Begins at 03:00 PM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_MaineAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Bikes & Peds
Maine Avenue
Southbound Westbound
Pacific Avenue
Northbound
Maine Avenue
Eastbound
Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int. Total 07:00 AM 0 0 0 0 0 2 0 0 2
07:15 AM 0 0 0 4 0 1 0 0 5
07:30 AM 0 1 0 3 0 2 0 0 6
07:45 AM 0 0 1 2 0 1 0 0 4
Total 0 1 1 9 0 6 0 0 17
08:00 AM 0 3 0 0 0 0 0 0 3
08:15 AM 0 0 0 2 0 1 0 0 3
08:30 AM 0 0 0 0 0 1 0 0 1
08:45 AM 0 0 0 1 0 4 0 0 5
Total 0 3 0 3 0 6 0 0 12
09:00 AM 0 0 0 1 0 0 0 0 1
09:45 AM 0 1 0 1 0 1 0 0 3
Total 0 1 0 2 0 1 0 0 4
03:00 PM 0 1 1 0 0 0 0 0 2
03:15 PM 0 0 0 3 0 0 0 0 3
03:30 PM 1 5 0 2 1 1 0 0 10
03:45 PM 0 2 0 4 0 0 0 0 6
Total 1 8 1 9 1 1 0 0 21
04:00 PM 0 1 0 2 0 0 0 0 3
04:15 PM 0 0 0 2 0 1 0 0 3
04:30 PM 0 0 0 1 0 1 0 0 2
04:45 PM 0 0 0 1 0 1 0 0 2
Total 0 1 0 6 0 3 0 0 10
05:00 PM 0 1 0 0 0 0 0 0 1
05:15 PM 1 0 0 2 1 0 0 0 4
05:30 PM 1 1 0 4 0 0 0 0 6
05:45 PM 0 1 1 0 0 0 0 0 2
Total 2 3 1 6 1 0 0 0 13
06:00 PM 0 0 1 1 0 1 0 0 3
06:15 PM 0 0 1 2 0 0 0 0 3
06:30 PM 0 1 0 2 0 0 0 0 3
06:45 PM 0 0 1 1 0 0 0 0 2
Total 0 1 3 6 0 1 0 0 11
Grand Total 3 18 6 41 2 18 0 0 88
Apprch % 14.3 85.7 12.8 87.2 10 90 0 0
Total % 3.4 20.5 6.8 46.6 2.3 20.5 0 0

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_MaineAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Maine Avenue
Southbound Westbound
Pacific Avenue
Northbound
Maine Avenue
Eastbound
Start Time Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 4 4 0 1 1 0 0 0 5
07:30 AM 0 1 1 0 3 3 0 2 2 0 0 0 6
07:45 AM 0 0 0 1 2 3 0 1 1 0 0 0 4
08:00 AM 0 3 3 0 0 0 0 0 0 0 0 0 3
Total Volume 0 4 4 1 9 10 0 4 4 0 0 0 18
% App. Total 0 100 10 90 0 100 0 0
PHF .000 .333 .333 .250 .563 .625 .000 .500 .500 .000 .000 .000 .750 Maine Avenue
Maine Avenue
Pacific Avenue
Thru
0 Peds
4 InOut Total
0 4 4
Thru
1 Peds
9 OutTotal In
0 10 10
Thru
0 Peds
4 Out TotalIn
0 4 4
Thru
0 Peds
0 TotalOut In
1 0 1
Peak Hour Begins at 07:15 AM
Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_MaineAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Maine Avenue
Southbound Westbound
Pacific Avenue
Northbound
Maine Avenue
Eastbound
Start Time Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Int. Total
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 0 0 0 0 3 3 0 0 0 0 0 0 3
03:30 PM 1 5 6 0 2 2 1 1 2 0 0 0 10
03:45 PM 0 2 2 0 4 4 0 0 0 0 0 0 6
04:00 PM 0 1 1 0 2 2 0 0 0 0 0 0 3
Total Volume 1 8 9 0 11 11 1 1 2 0 0 0 22
% App. Total 11.1 88.9 0 100 50 50 0 0
PHF .250 .400 .375 .000 .688 .688 .250 .250 .250 .000 .000 .000 .550 Maine Avenue
Maine Avenue

Pacific Avenue
Thru
1 Peds
8 InOut Total
1 9 10
Thru
0 Peds
11 OutTotal In
0 11 11
Thru
1 Peds
1 Out TotalIn
1 2 3
Thru
0 Peds
0 TotalOut In
0 0 0
Peak Hour Begins at 03:15 PM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_BogartAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Vehicles
Pacific Avenue
Southbound
Bogart Avenue
Westbound
Pacific Avenue
Northbound
Telacu Senior Court
Driveway
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 2 104 1 2 0 1 0 113 0 0 0 0 223
07:15 AM 10 132 0 5 0 3 0 134 7 0 0 0 291
07:30 AM 6 166 0 4 0 7 0 190 8 0 0 0 381
07:45 AM 9 184 1 6 0 9 2 189 9 2 0 0 411
Total 27 586 2 17 0 20 2 626 24 2 0 0 1306
08:00 AM 10 169 1 1 0 3 1 196 7 0 0 0 388
08:15 AM 7 103 1 3 0 8 1 139 13 0 0 1 276
08:30 AM 2 129 0 1 0 6 0 106 3 0 0 0 247
08:45 AM 5 90 1 4 0 6 0 118 8 1 0 0 233
Total 24 491 3 9 0 23 2 559 31 1 0 1 1144
09:00 AM 6 78 0 3 0 2 0 124 7 3 0 0 223
09:15 AM 4 91 1 4 0 5 0 113 7 1 0 1 227
09:30 AM 3 129 0 4 0 1 0 123 3 1 0 1 265
09:45 AM 6 105 0 1 0 6 0 120 7 0 0 1 246
Total 19 403 1 12 0 14 0 480 24 5 0 3 961
03:00 PM 7 163 0 7 0 8 0 151 10 0 0 1 347
03:15 PM 10 180 1 5 0 4 1 131 6 1 0 0 339
03:30 PM 15 202 0 8 0 14 1 168 9 0 0 0 417
03:45 PM 8 189 0 8 0 8 0 157 1 2 0 0 373
Total 40 734 1 28 0 34 2 607 26 3 0 1 1476
04:00 PM 11 144 0 12 0 13 0 142 9 0 0 0 331
04:15 PM 7 184 0 2 0 9 1 149 8 0 0 3 363
04:30 PM 3 190 0 4 0 12 0 131 6 0 0 0 346
04:45 PM 7 170 0 6 0 2 1 123 7 0 0 1 317
Total 28 688 0 24 0 36 2 545 30 0 0 4 1357
05:00 PM 11 177 0 6 0 5 0 133 5 0 0 0 337
05:15 PM 4 173 2 7 0 9 1 162 7 0 0 0 365
05:30 PM 5 171 0 5 0 9 0 155 7 0 0 0 352
05:45 PM 2 183 1 4 0 10 1 146 6 1 0 0 354
Total 22 704 3 22 0 33 2 596 25 1 0 0 1408
06:00 PM 4 182 1 12 0 11 0 154 6 0 0 1 371
06:15 PM 9 174 2 4 1 15 2 136 7 1 0 0 351
06:30 PM 8 159 0 13 0 4 1 146 15 1 0 0 347
06:45 PM 6 148 0 5 0 4 0 116 7 0 0 0 286
Total 27 663 3 34 1 34 3 552 35 2 0 1 1355
Grand Total 187 4269 13 146 1 194 13 3965 195 14 0 10 9007 Apprch % 4.2 95.5 0.3 42.8 0.3 56.9 0.3 95 4.7 58.3 0 41.7 Total % 2.1 47.4 0.1 1.6 0 2.2 0.1 44 2.2 0.2 0 0.1

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_BogartAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Pacific Avenue
Southbound
Bogart Avenue
Westbound
Pacific Avenue
Northbound
Telacu Senior Court
Driveway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 10 132 0 142 5 0 3 8 0 134 7 141 0 0 0 0 291
07:30 AM 6 166 0 172 4 0 7 11 0 190 8 198 0 0 0 0 381
07:45 AM 9 184 1 194 6 0 9 15 2 189 9 200 2 0 0 2 411
08:00 AM 10 169 1 180 1 0 3 4 1 196 7 204 0 0 0 0 388
Total Volume 35 651 2 688 16 0 22 38 3 709 31 743 2 0 0 2 1471 % App. Total 5.1 94.6 0.3 42.1 0 57.9 0.4 95.4 4.2 100 0 0 PHF .875 .885 .500 .887 .667 .000 .611 .633 .375 .904 .861 .911 .250 .000 .000 .250 .895 Pacific Avenue
Telacu Senior Court Driveway
Bogart Avenue
Pacific Avenue
Right
2 Thru
651
Left
35 InOut Total
733 688 1421
Right
22 Thru
0 Left
16 OutTotal In
66 38 104
Left
3 Thru
709
Right
31 Out TotalIn
667 743 1410
Left
2 Thru
0 Right
0 TotalOut In
5 2 7
Peak Hour Begins at 07:15 AM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_BogartAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Pacific Avenue
Southbound
Bogart Avenue
Westbound
Pacific Avenue
Northbound
Telacu Senior Court
Driveway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 15 202 0 217 8 0 14 22 1 168 9 178 0 0 0 0 417 03:45 PM 8 189 0 197 8 0 8 16 0 157 1 158 2 0 0 2 373
04:00 PM 11 144 0 155 12 0 13 25 0 142 9 151 0 0 0 0 331 04:15 PM 7 184 0 191 2 0 9 11 1 149 8 158 0 0 3 3 363
Total Volume 41 719 0 760 30 0 44 74 2 616 27 645 2 0 3 5 1484 % App. Total 5.4 94.6 0 40.5 0 59.5 0.3 95.5 4.2 40 0 60 PHF .683 .890 .000 .876 .625 .000 .786 .740 .500 .917 .750 .906 .250 .000 .250 .417 .890 Pacific Avenue
Telacu Senior Court Driveway
Bogart Avenue
Pacific Avenue
Right
0 Thru
719
Left
41 InOut Total
662 760 1422
Right
44 Thru
0 Left
30 OutTotal In
68 74 142
Left
2 Thru
616
Right
27 Out TotalIn
752 645 1397
Left
2 Thru
0 Right
3 TotalOut In
2 5 7
Peak Hour Begins at 03:30 PM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_BogartAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Bikes & Peds
Pacific Avenue
Southbound
Bogart Avenue
Westbound
Pacific Avenue
Northbound
Telacu Senior Court
Driveway
Eastbound
Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int. Total 07:00 AM 0 0 0 5 0 0 0 3 8
07:15 AM 0 0 0 2 0 1 1 1 5
07:30 AM 0 0 0 3 0 0 0 6 9
07:45 AM 0 0 2 5 0 0 0 0 7
Total 0 0 2 15 0 1 1 10 29
08:00 AM 0 0 1 1 0 0 0 8 10
08:15 AM 0 0 0 1 0 0 0 5 6
08:30 AM 0 0 0 3 0 0 0 2 5
08:45 AM 0 0 0 2 0 0 0 0 2
Total 0 0 1 7 0 0 0 15 23
09:00 AM 0 0 0 0 0 1 0 1 2
09:15 AM 0 0 0 0 0 0 0 5 5
09:30 AM 0 0 1 0 0 0 1 4 6
09:45 AM 0 0 0 1 0 0 2 2 5
Total 0 0 1 1 0 1 3 12 18
03:00 PM 0 0 1 1 0 0 1 2 5
03:15 PM 0 0 0 5 0 0 0 4 9
03:30 PM 0 0 0 4 0 0 1 0 5
03:45 PM 0 0 1 5 0 0 1 8 15
Total 0 0 2 15 0 0 3 14 34
04:00 PM 0 0 0 6 0 0 0 2 8
04:15 PM 0 0 2 0 0 0 1 2 5
04:30 PM 0 0 0 1 0 0 1 1 3
04:45 PM 0 0 0 3 0 0 0 4 7
Total 0 0 2 10 0 0 2 9 23
05:00 PM 0 0 1 0 0 0 0 1 2
05:15 PM 0 0 2 5 0 0 0 8 15
05:30 PM 0 0 1 4 0 0 1 0 6
05:45 PM 0 0 1 4 0 1 1 2 9
Total 0 0 5 13 0 1 2 11 32
06:00 PM 0 0 0 2 0 0 0 2 4
06:15 PM 0 0 0 1 0 1 1 7 10
06:30 PM 0 0 0 1 0 0 0 1 2
06:45 PM 0 0 1 0 0 0 0 0 1
Total 0 0 1 4 0 1 1 10 17
Grand Total 0 0 14 65 0 4 12 81 176
Apprch % 0 0 17.7 82.3 0 100 12.9 87.1
Total % 0 0 8 36.9 0 2.3 6.8 46

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_BogartAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Pacific Avenue
Southbound
Bogart Avenue
Westbound
Pacific Avenue
Northbound
Telacu Senior Court
Driveway
Eastbound
Start Time Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 3 3 0 0 0 0 6 6 9
07:45 AM 0 0 0 2 5 7 0 0 0 0 0 0 7
08:00 AM 0 0 0 1 1 2 0 0 0 0 8 8 10
08:15 AM 0 0 0 0 1 1 0 0 0 0 5 5 6
Total Volume 0 0 0 3 10 13 0 0 0 0 19 19 32
% App. Total 0 0 23.1 76.9 0 0 0 100
PHF .000 .000 .000 .375 .500 .464 .000 .000 .000 .000 .594 .594 .800 Pacific Avenue
Telacu Senior Court Driveway
Bogart Avenue
Pacific Avenue
Thru
0 Peds
0 InOut Total
0 0 0
Thru
3 Peds
10 OutTotal In
0 13 13
Thru
0 Peds
0 Out TotalIn
0 0 0
Thru
0 Peds
19 TotalOut In
3 19 22
Peak Hour Begins at 07:30 AM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_BogartAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Pacific Avenue
Southbound
Bogart Avenue
Westbound
Pacific Avenue
Northbound
Telacu Senior Court
Driveway
Eastbound
Start Time Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Int. Total
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 0 0 0 0 5 5 0 0 0 0 4 4 9
03:30 PM 0 0 0 0 4 4 0 0 0 1 0 1 5
03:45 PM 0 0 0 1 5 6 0 0 0 1 8 9 15
04:00 PM 0 0 0 0 6 6 0 0 0 0 2 2 8
Total Volume 0 0 0 1 20 21 0 0 0 2 14 16 37
% App. Total 0 0 4.8 95.2 0 0 12.5 87.5
PHF .000 .000 .000 .250 .833 .875 .000 .000 .000 .500 .438 .444 .617 Pacific Avenue
Telacu Senior Court Driveway
Bogart Avenue
Pacific Avenue
Thru
0 Peds
0 InOut Total
0 0 0
Thru
1 Peds
20 OutTotal In
2 21 23
Thru
0 Peds
0 Out TotalIn
0 0 0
Thru
2 Peds
14 TotalOut In
1 16 17
Peak Hour Begins at 03:15 PM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_DowningAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Vehicles
Pacific Avenue
Southbound
Downing Avenue
Westbound
Pacific Avenue
Northbound
Downing Avenue
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 1 104 0 11 0 6 2 109 3 0 4 3 243
07:15 AM 4 130 5 7 1 10 1 126 10 4 1 1 300
07:30 AM 8 146 9 10 2 30 0 165 3 5 2 1 381
07:45 AM 5 157 19 7 6 16 0 171 9 13 6 1 410
Total 18 537 33 35 9 62 3 571 25 22 13 6 1334
08:00 AM 12 155 9 13 1 4 5 204 6 8 0 3 420
08:15 AM 5 87 4 6 1 6 3 135 6 6 0 1 260
08:30 AM 6 120 0 8 0 5 1 109 4 1 0 1 255
08:45 AM 3 89 6 7 2 3 3 117 8 6 2 0 246
Total 26 451 19 34 4 18 12 565 24 21 2 5 1181
09:00 AM 3 78 6 9 0 5 1 125 7 3 0 1 238
09:15 AM 3 93 0 5 2 4 2 117 3 3 2 3 237
09:30 AM 8 117 4 6 2 7 2 110 11 3 1 2 273
09:45 AM 4 99 3 9 2 4 0 131 4 1 1 0 258
Total 18 387 13 29 6 20 5 483 25 10 4 6 1006
03:00 PM 11 143 10 14 2 14 3 140 8 4 0 3 352
03:15 PM 11 167 5 7 2 7 0 129 14 2 3 1 348
03:30 PM 21 171 4 10 1 9 12 158 12 3 3 0 404
03:45 PM 16 171 6 15 1 7 2 156 7 1 2 3 387
Total 59 652 25 46 6 37 17 583 41 10 8 7 1491
04:00 PM 11 150 3 16 3 20 0 147 22 2 1 0 375
04:15 PM 14 173 5 10 0 6 2 146 9 3 1 3 372
04:30 PM 10 189 2 11 2 10 2 132 11 3 4 2 378
04:45 PM 8 164 2 7 2 8 1 138 11 1 1 2 345
Total 43 676 12 44 7 44 5 563 53 9 7 7 1470
05:00 PM 15 169 2 11 2 8 3 130 10 2 3 2 357
05:15 PM 13 162 3 14 1 10 2 173 9 6 1 0 394
05:30 PM 14 151 5 18 4 5 1 148 4 5 2 1 358
05:45 PM 13 171 5 4 2 17 1 137 8 4 3 0 365
Total 55 653 15 47 9 40 7 588 31 17 9 3 1474
06:00 PM 12 165 6 13 4 17 0 151 11 4 3 3 389
06:15 PM 14 161 1 10 1 9 3 131 9 1 2 2 344
06:30 PM 10 148 1 11 0 7 2 137 7 4 0 1 328
06:45 PM 14 136 3 6 1 7 0 134 4 2 0 0 307
Total 50 610 11 40 6 40 5 553 31 11 5 6 1368
Grand Total 269 3966 128 275 47 261 54 3906 230 100 48 40 9324 Apprch % 6.2 90.9 2.9 47.2 8.1 44.8 1.3 93.2 5.5 53.2 25.5 21.3 Total % 2.9 42.5 1.4 2.9 0.5 2.8 0.6 41.9 2.5 1.1 0.5 0.4

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_DowningAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Pacific Avenue
Southbound
Downing Avenue
Westbound
Pacific Avenue
Northbound
Downing Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 4 130 5 139 7 1 10 18 1 126 10 137 4 1 1 6 300 07:30 AM 8 146 9 163 10 2 30 42 0 165 3 168 5 2 1 8 381 07:45 AM 5 157 19 181 7 6 16 29 0 171 9 180 13 6 1 20 410 08:00 AM 12 155 9 176 13 1 4 18 5 204 6 215 8 0 3 11 420 Total Volume 29 588 42 659 37 10 60 107 6 666 28 700 30 9 6 45 1511 % App. Total 4.4 89.2 6.4 34.6 9.3 56.1 0.9 95.1 4 66.7 20 13.3 PHF .604 .936 .553 .910 .712 .417 .500 .637 .300 .816 .700 .814 .577 .375 .500 .563 .899 Pacific Avenue
Downing Avenue
Downing Avenue
Pacific Avenue
Right
42 Thru
588
Left
29 InOut Total
756 659 1415
Right
60 Thru
10 Left
37 OutTotal In
66 107 173
Left
6 Thru
666
Right
28 Out TotalIn
631 700 1331
Left
30 Thru
9 Right
6 TotalOut In
58 45 103
Peak Hour Begins at 07:15 AM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_DowningAve
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Pacific Avenue
Southbound
Downing Avenue
Westbound
Pacific Avenue
Northbound
Downing Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 21 171 4 196 10 1 9 20 12 158 12 182 3 3 0 6 404 03:45 PM 16 171 6 193 15 1 7 23 2 156 7 165 1 2 3 6 387 04:00 PM 11 150 3 164 16 3 20 39 0 147 22 169 2 1 0 3 375 04:15 PM 14 173 5 192 10 0 6 16 2 146 9 157 3 1 3 7 372 Total Volume 62 665 18 745 51 5 42 98 16 607 50 673 9 7 6 22 1538 % App. Total 8.3 89.3 2.4 52 5.1 42.9 2.4 90.2 7.4 40.9 31.8 27.3 PHF .738 .961 .750 .950 .797 .417 .525 .628 .333 .960 .568 .924 .750 .583 .500 .786 .952 Pacific Avenue
Downing Avenue
Downing Avenue
Pacific Avenue
Right
18 Thru
665
Left
62 InOut Total
658 745 1403
Right
42 Thru
5 Left
51 OutTotal In
119 98 217
Left
16 Thru
607
Right
50 Out TotalIn
722 673 1395
Left
9 Thru
7 Right
6 TotalOut In
39 22 61
Peak Hour Begins at 03:30 PM

Vehicles
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_DowningAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 1
Groups Printed- Bikes & Peds
Pacific Avenue
Southbound
Downing Avenue
Westbound
Pacific Avenue
Northbound
Downing Avenue
Eastbound
Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int. Total 07:00 AM 0 0 0 0 0 0 0 1 1
07:15 AM 0 1 0 0 0 0 1 0 2
07:30 AM 0 5 0 2 0 2 0 2 11
07:45 AM 0 2 2 2 0 0 0 0 6
Total 0 8 2 4 0 2 1 3 20
08:00 AM 0 0 2 0 0 2 0 6 10
08:15 AM 0 1 0 1 0 1 0 4 7
08:30 AM 0 2 0 1 0 0 0 0 3
08:45 AM 0 0 0 1 0 3 0 1 5
Total 0 3 2 3 0 6 0 11 25
09:00 AM 0 0 0 0 0 0 0 1 1
09:15 AM 0 1 0 1 0 1 0 5 8
09:30 AM 0 1 1 0 0 4 2 1 9
09:45 AM 0 0 0 1 0 3 1 2 7
Total 0 2 1 2 0 8 3 9 25
03:00 PM 0 4 1 3 0 2 1 1 12
03:15 PM 0 2 0 2 0 5 0 4 13
03:30 PM 0 2 0 4 0 0 1 3 10
03:45 PM 0 1 1 3 0 11 1 5 22
Total 0 9 2 12 0 18 3 13 57
04:00 PM 0 2 0 4 0 9 0 1 16
04:15 PM 0 3 1 1 0 0 1 2 8
04:30 PM 0 0 1 3 0 4 1 5 14
04:45 PM 0 3 0 1 0 2 0 6 12
Total 0 8 2 9 0 15 2 14 50
05:00 PM 0 4 1 2 0 5 0 4 16
05:15 PM 0 1 1 2 0 3 0 10 17
05:30 PM 0 0 0 0 0 0 0 1 1
05:45 PM 0 3 2 9 0 4 1 0 19
Total 0 8 4 13 0 12 1 15 53
06:00 PM 0 1 0 2 0 6 0 3 12
06:15 PM 0 4 0 4 0 0 1 0 9
06:30 PM 0 8 0 1 0 3 0 1 13
06:45 PM 0 1 1 0 0 6 0 2 10
Total 0 14 1 7 0 15 1 6 44
Grand Total 0 52 14 50 0 76 11 71 274
Apprch % 0 100 21.9 78.1 0 100 13.4 86.6
Total % 0 19 5.1 18.2 0 27.7 4 25.9

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_DowningAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 2
Pacific Avenue
Southbound
Downing Avenue
Westbound
Pacific Avenue
Northbound
Downing Avenue
Eastbound
Start Time Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Bikes Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 5 5 0 2 2 0 2 2 0 2 2 11
07:45 AM 0 2 2 2 2 4 0 0 0 0 0 0 6
08:00 AM 0 0 0 2 0 2 0 2 2 0 6 6 10
08:15 AM 0 1 1 0 1 1 0 1 1 0 4 4 7
Total Volume 0 8 8 4 5 9 0 5 5 0 12 12 34
% App. Total 0 100 44.4 55.6 0 100 0 100
PHF .000 .400 .400 .500 .625 .563 .000 .625 .625 .000 .500 .500 .773 Pacific Avenue
Downing Avenue
Downing Avenue
Pacific Avenue
Thru
0 Peds
8 InOut Total
0 8 8
Thru
4 Peds
5 OutTotal In
0 9 9
Thru
0 Peds
5 Out TotalIn
0 5 5
Thru
0 Peds
12 TotalOut In
4 12 16
Peak Hour Begins at 07:30 AM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name : PacificAve_DowningAve_BP
Site Code : 00000000
Start Date : 3/10/2022
Page No : 3
Pacific Avenue
Southbound
Downing Avenue
Westbound
Pacific Avenue
Northbound
Downing Avenue
Eastbound
Start Time Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Bikes Peds App.

Total Int. Total
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 0 2 2 0 2 2 0 5 5 0 4 4 13
03:30 PM 0 2 2 0 4 4 0 0 0 1 3 4 10
03:45 PM 0 1 1 1 3 4 0 11 11 1 5 6 22
04:00 PM 0 2 2 0 4 4 0 9 9 0 1 1 16
Total Volume 0 7 7 1 13 14 0 25 25 2 13 15 61
% App. Total 0 100 7.1 92.9 0 100 13.3 86.7
PHF .000 .875 .875 .250 .813 .875 .000 .568 .568 .500 .650 .625 .693 Pacific Avenue
Downing Avenue
Downing Avenue
Pacific Avenue
Thru
0 Peds
7 InOut Total
0 7 7
Thru
1 Peds
13 OutTotal In
2 14 16
Thru
0 Peds
25 Out TotalIn
0 25 25
Thru
2 Peds
13 TotalOut In
1 15 16
Peak Hour Begins at 03:15 PM

Bikes & Peds
Peak Hour Data
North

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-22-4468-1 Zocalo Park Project

APPENDIX B

INTERSECTION OPERATIONAL ANALYSIS

HCM AND LEVELS OF SERVICE EXPLANATION

HCM DATA WORKSHEETS – WEEKDAY AM AND PM PEAK HOUR

LEVEL OF SERVICE FOR SIGNALIZED INTERSECTIONS

In the Highway Capacity Manual (HCM), published by the Transportation Research Board, 2000, level of service for signalized intersections is defined in terms of delay, which is a measure of driver discomfort, frustration, fuel consumption, and increased travel time. The delay experienced by a motorist is made up of a number of factors that relate to control, geometrics, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference travel time that would result during base conditions: in the absence of traffic control, in the absence of geometric delay, in the absence of incidents, and when there are no other vehicles on the road. Only the portion of total delay attributed to the control facility is quantified. This delay is called control delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay.

Level of Service criteria for traffic signals are stated in terms of the average control delay per vehicle. Delay is a complex measure and is dependent on a number of variables, including the quality of progression, the cycle length, the green ratio, and the v/c ratio for the lane group in question.

Level of Service Criteria for Signalized Intersections
Level of Service Control Delay (Sec/Veh)
A ≤ 10
B > 10 and ≤ 20
C > 20 and ≤ 35
D > 35 and ≤ 55
E > 55 and ≤ 80
F > 80

Level of Service (LOS) values are used to describe intersection operations with service levels varying from LOS A (free flow) to LOS F (jammed condition). The following descriptions summarize HCM criteria for each level of service:

LOS A describes operations with very low control delay, up to 10 seconds per vehicle. This level of service occurs when progression is extremely favorable and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay values.

LOS B describes operations with control delay greater than 10 and up to 20 seconds per vehicle. This level generally occurs with good progression, short cycle lengths, or both. More vehicles stop than with LOS A, causing higher levels of delay.

LOS C describes operations with control delay greater than 20 and up to 35 seconds per vehicle. These higher delays may result from fair progression, longer cycle lengths, or both. Individual cycle failures may begin to appear at this level. The number of vehicles stopping is significant at this level, though many still pass through the intersection without stopping.

LOS D describes operations with control delay greater than 35 and up to 55 seconds per vehicle. At LOS D, the influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths, or high v/c ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable.

LOS E describes operations with control delay greater than 55 and up to 80 seconds per vehicle. This level is considered by many agencies to be the limit of acceptable delay. These high delay values generally indicate poor progression, long cycle lengths, and high v/c ratios. Individual cycle failures are frequent occurrences.

LOS F describes operations with control delay in excess of 80 seconds per vehicle. This level, considered to be unacceptable to most drivers, often occurs with oversaturation, that is, when arrival flow rates exceed the capacity of the lane groups. It may also occur at high v/c ratios with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing factors to such delay levels.

HCM 6th Signalized Intersection Summary Existing Conditions 1: Baldwin Park Blvd & Sterling Way Weekday AM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 146 0 137 0 526 85 67 496 0 Future Volume (veh/h) 0 0 0 146 0 137 0 526 85 67 496 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 159 0 149 0 572 92 73 539 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 202222220
Cap, veh/h 231 0 205 96 2281 366 624 2644 0
Arrive On Green 0.13 0.00 0.13 0.00 0.74 0.74 0.74 0.74 0.00 Sat Flow, veh/h 1781 0 1585 866 3067 492 772 3647 0
Grp Volume(v), veh/h 159 0 149 0 331 333 73 539 0
Grp Sat Flow(s),veh/h/ln 1781 0 1585 866 1777 1782 772 1777 0 Q Serve(g_s), s 6.4 0.0 6.8 0.0 4.4 4.4 2.5 3.4 0.0
Cycle Q Clear(g_c), s 6.4 0.0 6.8 0.0 4.4 4.4 6.9 3.4 0.0 Prop In Lane 1.00 1.00 1.00 0.28 1.00 0.00
Lane Grp Cap(c), veh/h 231 0 205 96 1322 1325 624 2644 0 V/C Ratio(X) 0.69 0.00 0.73 0.00 0.25 0.25 0.12 0.20 0.00 Avail Cap(c_a), veh/h 841 0 748 96 1322 1325 624 2644 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.2 0.0 31.4 0.0 3.0 3.0 4.1 2.9 0.0 Incr Delay (d2), s/veh 3.7 0.0 4.8 0.0 0.5 0.5 0.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 5.2 0.0 5.0 0.0 2.1 2.1 0.7 1.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.9 0.0 36.2 0.0 3.5 3.5 4.5 3.1 0.0 LnGrp LOS C ADAAAAAA
Approach Vol, veh/h 308 664 612
Approach Delay, s/veh 35.5 3.5 3.2
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 61.3 13.7 61.3
Change Period (Y+Rc), s 5.5 4.0 5.5
Max Green Setting (Gmax), s 30.1 35.4 30.1
Max Q Clear Time (g_c+I1), s 6.4 8.8 8.9
Green Ext Time (p_c), s 6.1 1.0 5.7
Intersection Summary
HCM 6th Ctrl Delay 9.6
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Existing Conditions 1: Baldwin Park Blvd & Sterling Way Weekday PM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 85 0 106 0 518 52 84 472 0 Future Volume (veh/h) 0 0 0 85 0 106 0 518 52 84 472 0
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 92 0 115 0 563 57 91 513 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 202222220
Cap, veh/h 185 0 164 96 2508 253 676 2735 0
Arrive On Green 0.10 0.00 0.10 0.00 0.77 0.77 0.77 0.77 0.00 Sat Flow, veh/h 1781 0 1585 887 3259 329 804 3647 0
Grp Volume(v), veh/h 92 0 115 0 306 314 91 513 0
Grp Sat Flow(s),veh/h/ln 1781 0 1585 887 1777 1811 804 1777 0 Q Serve(g_s), s 3.7 0.0 5.3 0.0 3.6 3.6 2.7 2.9 0.0
Cycle Q Clear(g_c), s 3.7 0.0 5.3 0.0 3.6 3.6 6.3 2.9 0.0 Prop In Lane 1.00 1.00 1.00 0.18 1.00 0.00
Lane Grp Cap(c), veh/h 185 0 164 96 1368 1394 676 2735 0 V/C Ratio(X) 0.50 0.00 0.70 0.00 0.22 0.22 0.13 0.19 0.00 Avail Cap(c_a), veh/h 841 0 748 96 1368 1394 676 2735 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.8 0.0 32.5 0.0 2.4 2.4 3.3 2.3 0.0 Incr Delay (d2), s/veh 2.1 0.0 5.3 0.0 0.4 0.4 0.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 2.9 0.0 4.0 0.0 1.5 1.6 0.7 1.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.8 0.0 37.8 0.0 2.8 2.8 3.7 2.5 0.0 LnGrp LOS C ADAAAAAA
Approach Vol, veh/h 207 620 604
Approach Delay, s/veh 36.0 2.8 2.7
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 63.2 11.8 63.2
Change Period (Y+Rc), s 5.5 4.0 5.5
Max Green Setting (Gmax), s 30.1 35.4 30.1
Max Q Clear Time (g_c+I1), s 5.6 7.3 8.3
Green Ext Time (p_c), s 5.7 0.6 5.6
Intersection Summary
HCM 6th Ctrl Delay 7.5
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Future With Project Cond itions 1: Baldwin Park Blvd & Sterling Way Weekday AM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 176 0 173 0 556 56 37 526 0 Future Volume (veh/h) 0 0 0 176 0 173 0 556 56 37 526 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 191 0 188 0 604 61 40 572 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 202222220
Cap, veh/h 278 0 247 96 2338 236 599 2549 0
Arrive On Green 0.16 0.00 0.16 0.00 0.72 0.72 0.72 0.72 0.00 Sat Flow, veh/h 1781 0 1585 840 3259 329 771 3647 0
Grp Volume(v), veh/h 191 0 188 0 329 336 40 572 0
Grp Sat Flow(s),veh/h/ln 1781 0 1585 840 1777 1811 771 1777 0 Q Serve(g_s), s 7.6 0.0 8.5 0.0 4.8 4.8 1.4 4.1 0.0
Cycle Q Clear(g_c), s 7.6 0.0 8.5 0.0 4.8 4.8 6.3 4.1 0.0 Prop In Lane 1.00 1.00 1.00 0.18 1.00 0.00
Lane Grp Cap(c), veh/h 278 0 247 96 1275 1299 599 2549 0 V/C Ratio(X) 0.69 0.00 0.76 0.00 0.26 0.26 0.07 0.22 0.00 Avail Cap(c_a), veh/h 841 0 748 96 1275 1299 599 2549 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 29.9 0.0 30.3 0.0 3.7 3.7 4.8 3.6 0.0 Incr Delay (d2), s/veh 3.0 0.0 4.8 0.0 0.5 0.5 0.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 6.1 0.0 6.2 0.0 2.5 2.5 0.4 2.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.9 0.0 35.1 0.0 4.2 4.2 5.0 3.8 0.0 LnGrp LOS C ADAAAAAA
Approach Vol, veh/h 379 665 612
Approach Delay, s/veh 34.0 4.2 3.9
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 59.3 15.7 59.3
Change Period (Y+Rc), s 5.5 4.0 5.5
Max Green Setting (Gmax), s 30.1 35.4 30.1
Max Q Clear Time (g_c+I1), s 6.8 10.5 8.3
Green Ext Time (p_c), s 6.0 1.2 5.8
Intersection Summary
HCM 6th Ctrl Delay 10.9
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Future With Project Cond itions 1: Baldwin Park Blvd & Sterling Way Weekday PM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 110 0 133 0 538 34 64 492 0 Future Volume (veh/h) 0 0 0 110 0 133 0 538 34 64 492 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 1870 1870 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 120 0 145 0 585 37 70 535 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 202222220
Cap, veh/h 223 0 198 96 2540 160 654 2659 0
Arrive On Green 0.13 0.00 0.13 0.00 0.75 0.75 0.75 0.75 0.00 Sat Flow, veh/h 1781 0 1585 870 3394 214 802 3647 0
Grp Volume(v), veh/h 120 0 145 0 306 316 70 535 0
Grp Sat Flow(s),veh/h/ln 1781 0 1585 870 1777 1832 802 1777 0 Q Serve(g_s), s 4.7 0.0 6.6 0.0 3.9 3.9 2.2 3.3 0.0
Cycle Q Clear(g_c), s 4.7 0.0 6.6 0.0 3.9 3.9 6.1 3.3 0.0 Prop In Lane 1.00 1.00 1.00 0.12 1.00 0.00
Lane Grp Cap(c), veh/h 223 0 198 96 1329 1371 654 2659 0 V/C Ratio(X) 0.54 0.00 0.73 0.00 0.23 0.23 0.11 0.20 0.00 Avail Cap(c_a), veh/h 841 0 748 96 1329 1371 654 2659 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 30.8 0.0 31.6 0.0 2.9 2.9 3.8 2.8 0.0 Incr Delay (d2), s/veh 2.0 0.0 5.1 0.0 0.4 0.4 0.3 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 3.8 0.0 4.9 0.0 1.8 1.9 0.6 1.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.8 0.0 36.7 0.0 3.3 3.3 4.1 3.0 0.0 LnGrp LOS C ADAAAAAA
Approach Vol, veh/h 265 622 605
Approach Delay, s/veh 34.9 3.3 3.1
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 61.6 13.4 61.6
Change Period (Y+Rc), s 5.5 4.0 5.5
Max Green Setting (Gmax), s 30.1 35.4 30.1
Max Q Clear Time (g_c+I1), s 5.9 8.6 8.1
Green Ext Time (p_c), s 5.6 0.8 5.7
Intersection Summary
HCM 6th Ctrl Delay 8.8
HCM 6th LOS A
HCM 6th TWSC Existing Conditions
2: Sterling Way North & Ramona Blvd Weekday AM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 645 20 43 884 13 35
Future Vol, veh/h 645 20 43 884 13 35
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 0 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 701 22 47 961 14 38

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 723 0 1287 362
Stage 1 - - - - 712 -
Stage 2 - - - - 575 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 875 - 156 635
Stage 1 - - - - 447 -
Stage 2 - - - - 526 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 875 - 148 635
Mov Cap-2 Maneuver - - - - 148 -
Stage 1 - - - - 447 -
Stage 2 - - - - 498 -

Approach EB WB NB
HCM Control Delay, s 0 0.4 16.7

HCM LOS C

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 148 635 - - 875 -
HCM Lane V/C Ratio 0.095 0.06 - - 0.053 -
HCM Control Delay (s) 31.9 11 - - 9.3 -
HCM Lane LOS D B - - A -
HCM 95th %tile Q(veh) 0.3 0.2 - - 0.2 -
HCM 6th TWSC Existing Conditions
2: Sterling Way North & Ramona Blvd Weekday PM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1020 26 45 709 4 40
Future Vol, veh/h 1020 26 45 709 4 40
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 0 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1109 28 49 771 4 43

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1137 0 1607 569
Stage 1 - - - - 1123 -
Stage 2 - - - - 484 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 610 - 96 465
Stage 1 - - - - 273 -
Stage 2 - - - - 585 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 610 - 88 465
Mov Cap-2 Maneuver - - - - 88 -
Stage 1 - - - - 273 -
Stage 2 - - - - 538 -

Approach EB WB NB
HCM Control Delay, s 0 0.7 16.6

HCM LOS C

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 88 465 - - 610 -
HCM Lane V/C Ratio 0.049 0.094 - - 0.08 -
HCM Control Delay (s) 48 13.5 - - 11.4 -
HCM Lane LOS E B - - B -
HCM 95th %tile Q(veh) 0.2 0.3 - - 0.3 -
HCM 6th TWSC Future With Project Conditions
2: Sterling Way North & Ramona Blvd Weekday AM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 1.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 825 21 108 894 13 36
Future Vol, veh/h 825 21 108 894 13 36
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 0 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 897 23 117 972 14 39

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 920 0 1629 460
Stage 1 - - - - 909 -
Stage 2 - - - - 720 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 738 - 93 548
Stage 1 - - - - 353 -
Stage 2 - - - - 443 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 738 - 78 548
Mov Cap-2 Maneuver - - - - 78 -
Stage 1 - - - - 353 -
Stage 2 - - - - 373 -

Approach EB WB NB
HCM Control Delay, s 0 1.2 25.1

HCM LOS D

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 78 548 - - 738 -
HCM Lane V/C Ratio 0.181 0.071 - - 0.159 -
HCM Control Delay (s) 61.1 12.1 - - 10.8 -
HCM Lane LOS F B - - B -
HCM 95th %tile Q(veh) 0.6 0.2 - - 0.6 -
HCM 6th TWSC Future With Project Conditions
2: Sterling Way North & Ramona Blvd Weekday PM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 1.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1200 28 95 720 4 44
Future Vol, veh/h 1200 28 95 720 4 44
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 0 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1304 30 103 783 4 48

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1334 0 1917 667
Stage 1 - - - - 1319 -
Stage 2 - - - - 598 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 513 - 59 401
Stage 1 - - - - 214 -
Stage 2 - - - - 512 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 513 - 47 401
Mov Cap-2 Maneuver - - - - 47 -
Stage 1 - - - - 214 -
Stage 2 - - - - 409 -

Approach EB WB NB
HCM Control Delay, s 0 1.6 21.4

HCM LOS C

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 47 401 - - 513 -
HCM Lane V/C Ratio 0.093 0.119 - - 0.201 -
HCM Control Delay (s) 89.3 15.2 - - 13.8 -
HCM Lane LOS F C - - B -
HCM 95th %tile Q(veh) 0.3 0.4 - - 0.7 -
HCM 6th TWSC Existing Conditions
3: Sterling Way & Sterling Way North Weekday AM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 14 120 205 37 38 37
Future Vol, veh/h 14 120 205 37 38 37
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 15 130 223 40 41 40

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 263 0 - 0 403 243
Stage 1 - - - - 243 -
Stage 2 - - - - 160 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1301 - - - 603 796
Stage 1 - - - - 797 -
Stage 2 - - - - 869 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1301 - - - 596 796
Mov Cap-2 Maneuver - - - - 596 -
Stage 1 - - - - 787 -
Stage 2 - - - - 869 -

Approach EB WB SB
HCM Control Delay, s 0.8 0 10.7

HCM LOS B

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1301 - - - 596 796
HCM Lane V/C Ratio 0.012 - - - 0.069 0.051
HCM Control Delay (s) 7.8 0 - - 11.5 9.8
HCM Lane LOS A A - - B A
HCM 95th %tile Q(veh) 0 - - - 0.2 0.2
HCM 6th TWSC Existing Conditions
3: Sterling Way & Sterling Way North Weekday PM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 2.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 24 141 124 40 55 20
Future Vol, veh/h 24 141 124 40 55 20
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 26 153 135 43 60 22

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 178 0 - 0 362 157
Stage 1 - - - - 157 -
Stage 2 - - - - 205 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1398 - - - 637 889
Stage 1 - - - - 871 -
Stage 2 - - - - 829 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1398 - - - 624 889
Mov Cap-2 Maneuver - - - - 624 -
Stage 1 - - - - 854 -
Stage 2 - - - - 829 -

Approach EB WB SB
HCM Control Delay, s 1.1 0 10.8

HCM LOS B

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1398 - - - 624 889
HCM Lane V/C Ratio 0.019 - - - 0.096 0.024
HCM Control Delay (s) 7.6 0 - - 11.4 9.2
HCM Lane LOS A A - - B A
HCM 95th %tile Q(veh) 0.1 - - - 0.3 0.1
HCM 6th TWSC Future With Project Conditions
3: Sterling Way & Sterling Way North Weekday AM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 4.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 14 40 66 38 39 102
Future Vol, veh/h 14 40 66 38 39 102
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 15 43 72 41 42 111

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 113 0 - 0 166 93
Stage 1 - - - - 93 -
Stage 2 - - - - 73 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1476 - - - 824 964
Stage 1 - - - - 931 -
Stage 2 - - - - 950 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1476 - - - 816 964
Mov Cap-2 Maneuver - - - - 816 -
Stage 1 - - - - 922 -
Stage 2 - - - - 950 -

Approach EB WB SB
HCM Control Delay, s 1.9 0 9.3

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1476 - - - 816 964
HCM Lane V/C Ratio 0.01 - - - 0.052 0.115
HCM Control Delay (s) 7.5 0 - - 9.7 9.2
HCM Lane LOS A A - - A A
HCM 95th %tile Q(veh) 0 - - - 0.2 0.4
HCM 6th TWSC Future With Project Conditions
3: Sterling Way & Sterling Way North Weekday PM Peak Hour Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 4.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 24 51 56 44 57 70
Future Vol, veh/h 24 51 56 44 57 70
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 26 55 61 48 62 76

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 109 0 - 0 192 85
Stage 1 - - - - 85 -
Stage 2 - - - - 107 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1481 - - - 797 974
Stage 1 - - - - 938 -
Stage 2 - - - - 917 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1481 - - - 783 974
Mov Cap-2 Maneuver - - - - 783 -
Stage 1 - - - - 921 -
Stage 2 - - - - 917 -

Approach EB WB SB
HCM Control Delay, s 2.4 0 9.4

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1481 - - - 783 974
HCM Lane V/C Ratio 0.018 - - - 0.079 0.078
HCM Control Delay (s) 7.5 0 - - 10 9
HCM Lane LOS A A - - B A
HCM 95th %tile Q(veh) 0.1 - - - 0.3 0.3
HCM 6th TWSC Existing Conditions
4: Maine Ave & Sterling Way Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 4.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 46 146 10 11 162 190 5 7 6 124 10 21 Future Vol, veh/h 46 146 10 11 162 190 5 7 6 124 10 21
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 50 159 11 12 176 207 5 8 7 135 11 23

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 383 0 0 170 0 0 586 672 165 576 574 280 Stage 1 - ----- 2 6 5 2 6 5- 3 0 4 3 0 4-
Stage 2 - ----- 3 2 1 4 0 7- 2 7 2 2 7 0-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1175 - - 1407 - - 422 377 879 428 429 759 Stage 1 - ----- 7 4 0 6 8 9- 7 0 5 6 6 3-
Stage 2 - ----- 6 9 1 5 9 7- 7 3 4 6 8 6-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1175 - - 1407 - - 384 356 879 400 405 759 Mov Cap-2 Maneuver - ----- 3 8 4 3 5 6- 4 0 0 4 0 5-
Stage 1 - ----- 7 0 5 6 5 7- 6 7 2 6 5 6-
Stage 2 - ----- 6 5 2 5 9 0- 6 8 6 6 5 4-

Approach EB WB NB SB
HCM Control Delay, s 1.9 0.2 13.2 18.8

HCM LOS B C

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 456 1175 - - 1407 - - 428
HCM Lane V/C Ratio 0.043 0.043 - - 0.008 - - 0.394
HCM Control Delay (s) 13.2 8.2 0 - 7.6 0 - 18.8
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1.8
HCM 6th TWSC Existing Conditions
4: Maine Ave & Sterling Way Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 5.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 29 131 3 2 140 130 2 10 1 149 7 36
Future Vol, veh/h 29 131 3 2 140 130 2 10 1 149 7 36
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 32 142 3 2 152 141 2 11 1 162 8 39

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 293 0 0 145 0 0 458 505 144 441 436 223 Stage 1 - ----- 2 0 8 2 0 8- 2 2 7 2 2 7-
Stage 2 - ----- 2 5 0 2 9 7- 2 1 4 2 0 9-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1269 - - 1437 - - 513 470 903 527 514 817 Stage 1 - ----- 7 9 4 7 3 0- 7 7 6 7 1 6-
Stage 2 - ----- 7 5 4 6 6 8- 7 8 8 7 2 9-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1269 - - 1437 - - 472 456 903 505 499 817 Mov Cap-2 Maneuver - ----- 4 7 2 4 5 6- 5 0 5 4 9 9-
Stage 1 - ----- 7 7 3 7 1 0- 7 5 5 7 1 5-
Stage 2 - ----- 7 0 9 6 6 7- 7 5 4 7 0 9-

Approach EB WB NB SB
HCM Control Delay, s 1.4 0.1 12.8 15.7

HCM LOS B C

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 477 1269 - - 1437 - - 544
HCM Lane V/C Ratio 0.03 0.025 - - 0.002 - - 0.384
HCM Control Delay (s) 12.8 7.9 0 - 7.5 0 - 15.7
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1.8
HCM 6th AWSC Future With Project Conditions
4: Maine Ave & Sterling Way Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Intersection Delay, s/veh 7.2
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 47 15 5 13 16 62
Future Vol, veh/h 47 15 5 13 16 62
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 222222
Mvmt Flow 51 16 5 14 17 67
Number of Lanes 100110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 7.5 7.3 7

HCM LOS A A A

Lane NBLn1 EBLn1 SBLn1
Vol Left, % 28% 76% 0%
Vol Thru, % 72% 0% 21%
Vol Right, % 0% 24% 79%
Sign Control Stop Stop Stop
Traffic Vol by Lane 18 62 78
LT Vol 5 47 0
Through Vol 13 0 16
RT Vol 0 15 62
Lane Flow Rate 20 67 85
Geometry Grp 1 1 1
Degree of Util (X) 0.023 0.077 0.085
Departure Headway (Hd) 4.172 4.119 3.589
Convergence, Y/N Yes Yes Yes
Cap 854 869 994
Service Time 2.215 2.15 1.628
HCM Lane V/C Ratio 0.023 0.077 0.086
HCM Control Delay 7.3 7.5 7
HCM Lane LOS A A A
HCM 95th-tile Q 0.1 0.2 0.3
HCM 6th AWSC Future With Project Conditions
4: Maine Ave & Sterling Way Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Intersection Delay, s/veh 7
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 31 4 2 11 8 70
Future Vol, veh/h 31 4 2 11 8 70
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 222222
Mvmt Flow 34 4 2 12 9 76
Number of Lanes 100110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 7.4 7.2 6.8

HCM LOS A A A

Lane NBLn1 EBLn1 SBLn1
Vol Left, % 15% 89% 0%
Vol Thru, % 85% 0% 10%
Vol Right, % 0% 11% 90%
Sign Control Stop Stop Stop
Traffic Vol by Lane 13 35 78
LT Vol 2 31 0
Through Vol 11 0 8
RT Vol 0 4 70
Lane Flow Rate 14 38 85
Geometry Grp 1 1 1
Degree of Util (X) 0.016 0.045 0.082
Departure Headway (Hd) 4.095 4.214 3.473
Convergence, Y/N Yes Yes Yes
Cap 873 851 1031
Service Time 2.123 2.233 1.497
HCM Lane V/C Ratio 0.016 0.045 0.082
HCM Control Delay 7.2 7.4 6.8
HCM Lane LOS A A A
HCM 95th-tile Q 0 0.1 0.3
HCM 6th Signalized Intersection Summary Existing Conditions 5: Ramona Blvd & Cesar Chavez Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 31 632 908 12 7 17
Future Volume (veh/h) 31 632 908 12 7 17
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 34 687 987 13 8 18
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222222
Cap, veh/h 84 2873 2542 33 25 57
Arrive On Green 0.05 0.81 0.71 0.71 0.05 0.05
Sat Flow, veh/h 1781 3647 3685 47 488 1099
Grp Volume(v), veh/h 34 687 488 512 27 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1862 1648 0
Q Serve(g_s), s 1.4 3.4 8.3 8.3 1.2 0.0
Cycle Q Clear(g_c), s 1.4 3.4 8.3 8.3 1.2 0.0
Prop In Lane 1.00 0.03 0.30 0.67
Lane Grp Cap(c), veh/h 84 2873 1257 1318 85 0
V/C Ratio(X) 0.40 0.24 0.39 0.39 0.32 0.00
Avail Cap(c_a), veh/h 166 2873 1257 1318 725 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.59 0.59 1.00 0.00
Uniform Delay (d), s/veh 34.7 1.7 4.4 4.4 34.3 0.0
Incr Delay (d2), s/veh 1.1 0.2 0.5 0.5 2.1 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln 1.1 0.8 4.0 4.1 0.9 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.8 1.9 5.0 4.9 36.4 0.0
LnGrp LOS DAAADA
Approach Vol, veh/h 721 1000 27
Approach Delay, s/veh 3.5 4.9 36.4
Approach LOS A A D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 66.1 8.9 7.6 58.6
Change Period (Y+Rc), s 5.5 5.0 4.0 5.5
Max Green Setting (Gmax), s 31.5 33.0 7.0 20.5
Max Q Clear Time (g_c+I1), s 5.4 3.2 3.4 10.3
Green Ext Time (p_c), s 6.8 0.0 0.0 5.7
Intersection Summary
HCM 6th Ctrl Delay 4.8
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary Existing Conditions 5: Ramona Blvd & Cesar Chavez Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 48 939 699 8 24 59
Future Volume (veh/h) 48 939 699 8 24 59
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 52 1021 760 9 26 64
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222222
Cap, veh/h 110 2694 2313 27 48 118
Arrive On Green 0.06 0.76 0.64 0.64 0.10 0.10
Sat Flow, veh/h 1781 3647 3690 43 468 1153
Grp Volume(v), veh/h 52 1021 375 394 91 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1863 1639 0
Q Serve(g_s), s 2.1 7.3 7.2 7.2 4.0 0.0
Cycle Q Clear(g_c), s 2.1 7.3 7.2 7.2 4.0 0.0
Prop In Lane 1.00 0.02 0.29 0.70
Lane Grp Cap(c), veh/h 110 2694 1142 1198 167 0
V/C Ratio(X) 0.47 0.38 0.33 0.33 0.54 0.00
Avail Cap(c_a), veh/h 166 2694 1142 1198 721 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.78 0.78 1.00 0.00
Uniform Delay (d), s/veh 34.0 3.1 6.1 6.1 32.0 0.0
Incr Delay (d2), s/veh 1.2 0.4 0.6 0.6 2.7 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln 1.6 2.8 4.0 4.2 3.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.2 3.5 6.7 6.6 34.8 0.0
LnGrp LOS DAAACA
Approach Vol, veh/h 1073 769 91
Approach Delay, s/veh 5.0 6.6 34.8
Approach LOS A A C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 62.4 12.6 8.6 53.7
Change Period (Y+Rc), s 5.5 5.0 4.0 5.5
Max Green Setting (Gmax), s 31.5 33.0 7.0 20.5
Max Q Clear Time (g_c+I1), s 9.3 6.0 4.1 9.2
Green Ext Time (p_c), s 10.1 0.2 0.0 4.7
Intersection Summary
HCM 6th Ctrl Delay 7.1
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary Future With Project Cond itions 5: Ramona Blvd & Cesar Chavez Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 31 813 983 12 7 17
Future Volume (veh/h) 31 813 983 12 7 17
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 34 884 1068 13 8 18
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 22222
Cap, veh/h 84 2873 2544 31 25 57
Arrive On Green 0.05 0.81 0.71 0.71 0.05 0.05
Sat Flow, veh/h 1781 3647 3689 44 488 1099
Grp Volume(v), veh/h 34 884 528 553 27 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1862 1648 0
Q Serve(g_s), s 1.4 4.8 9.3 9.3 1.2 0.0
Cycle Q Clear(g_c), s 1.4 4.8 9.3 9.3 1.2 0.0
Prop In Lane 1.00 0.02 0.30 0.67
Lane Grp Cap(c), veh/h 84 2873 1257 1318 85 0
V/C Ratio(X) 0.40 0.31 0.42 0.42 0.32 0.00
Avail Cap(c_a), veh/h 166 2873 1257 1318 725 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.51 0.51 1.00 0.00
Uniform Delay (d), s/veh 34.7 1.8 4.6 4.6 34.3 0.0
Incr Delay (d2), s/veh 1.1 0.3 0.5 0.5 2.1 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln 1.1 1.1 4.3 4.4 0.9 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.8 2.1 5.1 5.1 36.4 0.0
LnGrp LOS D AAADA
Approach Vol, veh/h 918 1081 27
Approach Delay, s/veh 3.4 5.1 36.4
Approach LOS A A D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 66.1 8.9 7.6 58.6
Change Period (Y+Rc), s 5.5 5.0 4.0 5.5
Max Green Setting (Gmax), s 31.5 33.0 7.0 20.5
Max Q Clear Time (g_c+I1), s 6.8 3.2 3.4 11.3
Green Ext Time (p_c), s 9.0 0.0 0.0 5.6
Intersection Summary
HCM 6th Ctrl Delay 4.7
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary Future With Project Cond itions 5: Ramona Blvd & Cesar Chavez Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 48 1123 760 8 24 59
Future Volume (veh/h) 48 1123 760 8 24 59
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 52 1221 826 9 26 64
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 22222
Cap, veh/h 110 2694 2315 25 48 118
Arrive On Green 0.06 0.76 0.64 0.64 0.10 0.10
Sat Flow, veh/h 1781 3647 3694 39 468 1153
Grp Volume(v), veh/h 52 1221 408 427 91 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1863 1639 0
Q Serve(g_s), s 2.1 9.5 8.0 8.0 4.0 0.0
Cycle Q Clear(g_c), s 2.1 9.5 8.0 8.0 4.0 0.0
Prop In Lane 1.00 0.02 0.29 0.70
Lane Grp Cap(c), veh/h 110 2694 1142 1198 167 0
V/C Ratio(X) 0.47 0.45 0.36 0.36 0.54 0.00
Avail Cap(c_a), veh/h 166 2694 1142 1198 721 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.70 0.70 1.00 0.00
Uniform Delay (d), s/veh 34.0 3.3 6.2 6.2 32.0 0.0
Incr Delay (d2), s/veh 1.2 0.6 0.6 0.6 2.7 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln 1.6 3.6 4.5 4.7 3.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.2 3.9 6.8 6.8 34.8 0.0
LnGrp LOS D A A A C A
Approach Vol, veh/h 1273 835 91
Approach Delay, s/veh 5.2 6.8 34.8
Approach LOS A A C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 62.4 12.6 8.6 53.7
Change Period (Y+Rc), s 5.5 5.0 4.0 5.5
Max Green Setting (Gmax), s 31.5 33.0 7.0 20.5
Max Q Clear Time (g_c+I1), s 11.5 6.0 4.1 10.0
Green Ext Time (p_c), s 11.5 0.2 0.0 4.9
Intersection Summary
HCM 6th Ctrl Delay 7.0
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary Existing Conditions 6: Maine Ave & Ramona Blvd Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 104 416 117 67 735 63 88 375 41 50 316 53 Future Volume (veh/h) 104 416 117 67 735 63 88 375 41 50 316 53 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1 870 1870 Adj Flow Rate, veh/h 113 452 127 73 799 68 96 408 45 54 343 58 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.9 2 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 145 978 273 135 1164 99 142 619 525 124 500 85 Arrive On Green 0.08 0.36 0.36 0.08 0.35 0.35 0.08 0.33 0.33 0.07 0.32 0.32 Sat Flow, veh/h 1781 2744 765 1781 3314 282 1781 1870 1585 1781 1559 264 Grp Volume(v), veh/h 113 291 288 73 428 439 96 408 45 54 0 401 Grp Sat Flow(s),veh/h/ln 1781 1777 1733 1781 1777 1820 1781 1870 1585 178 1 0 1823 Q Serve(g_s), s 7.5 15.1 15.4 4.7 24.7 24.7 6.3 22.4 2.3 3.5 0.0 23.0 Cycle Q Clear(g_c), s 7.5 15.1 15.4 4.7 24.7 24.7 6.3 22.4 2.3 3.5 0.0 23.0 Prop In Lane 1.00 0.44 1.00 0.15 1.00 1.00 1.00 0.14
Lane Grp Cap(c), veh/h 145 634 618 135 624 639 142 619 525 124 0 585 V/C Ratio(X) 0.78 0.46 0.47 0.54 0.69 0.69 0.67 0.66 0.09 0.44 0.00 0.69 Avail Cap(c_a), veh/h 171 634 618 171 624 639 171 619 525 171 0 585 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 Upstream Filter(I) 0.99 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1 .00 Uniform Delay (d), s/veh 54.1 29.7 29.8 53.4 33.3 33.3 53.7 34.3 27.6 53. 6 0.0 35.5 Incr Delay (d2), s/veh 14.3 2.4 2.5 1.2 6.1 5.9 4.9 5.4 0.3 0.9 0.0 6.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 7.0 11.1 11.0 3.9 17.1 17.4 5.4 16.5 1.7 2.9 0.0 1 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.4 32.1 32.3 54.6 39.3 39.2 58.6 39.7 27.9 54.5 0.0 41.9 LnGrp LOS E C C D D D E D C D A D
Approach Vol, veh/h 692 940 549 455
Approach Delay, s/veh 38.1 40.5 42.1 43.4
Approach LOS DDDD
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 14.3 47.6 14.1 44.0 13.6 48.3 12.8 45.2 Change Period (Y+Rc), s 4.5 5.5 4.5 5.5 4.5 5.5 4.5 5.5 Max Green Setting (Gmax), s11.5 38.5 11.5 38.5 11.5 38.5 11.5 38.5 Max Q Clear Time (g_c+I1), s 9.5 26.7 8.3 25.0 6.7 17.4 5.5 24.4 Green Ext Time (p_c), s 0.0 5.5 0.0 2.9 0.0 4.8 0.0 3.1 Intersection Summary
HCM 6th Ctrl Delay 40.7
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Existing Conditions 6: Maine Ave & Ramona Blvd Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 166 723 160 121 515 64 107 328 100 61 346 70 Future Volume (veh/h) 166 723 160 121 515 64 107 328 100 61 346 70 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1 870 1870 Adj Flow Rate, veh/h 180 786 174 132 560 70 116 357 109 66 376 76 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.9 2 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 171 990 219 158 1065 133 145 614 520 132 485 98 Arrive On Green 0.10 0.34 0.34 0.09 0.34 0.34 0.08 0.33 0.33 0.07 0.32 0.32 Sat Flow, veh/h 1781 2892 640 1781 3179 396 1781 1870 1585 1781 1510 305 Grp Volume(v), veh/h 180 483 477 132 312 318 116 357 109 66 0 452 Grp Sat Flow(s),veh/h/ln 1781 1777 1755 1781 1777 1799 1781 1870 1585 178 1 0 1815 Q Serve(g_s), s 11.5 29.5 29.5 8.8 17.0 17.1 7.7 19.0 6.0 4.3 0.0 27.0 Cycle Q Clear(g_c), s 11.5 29.5 29.5 8.8 17.0 17.1 7.7 19.0 6.0 4.3 0.0 27. 0 Prop In Lane 1.00 0.36 1.00 0.22 1.00 1.00 1.00 0.17
Lane Grp Cap(c), veh/h 171 608 601 158 595 603 145 614 520 132 0 582 V/C Ratio(X) 1.05 0.79 0.79 0.84 0.52 0.53 0.80 0.58 0.21 0.50 0.00 0.78 Avail Cap(c_a), veh/h 171 608 601 171 595 603 171 614 520 171 0 582 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 Upstream Filter(I) 0.94 0.94 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1 .00 Uniform Delay (d), s/veh 54.3 35.6 35.6 53.8 32.2 32.2 54.1 33.5 29.1 53. 4 0.0 36.9 Incr Delay (d2), s/veh 81.9 9.7 9.8 25.3 3.3 3.3 16.9 4.0 0.9 1.1 0.0 9.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 14.0 20.1 19.9 8.7 12.3 12.5 7.4 14.3 4.3 3.6 0.0 19.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 136.2 45.3 45.5 79.2 35.5 35.5 71.1 37.4 30.0 54.5 0. 0 46.6 LnGrp LOS F D D E D D E D C D A D
Approach Vol, veh/h 1140 762 582 518
Approach Delay, s/veh 59.7 43.0 42.7 47.6
Approach LOS E D D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 16.0 45.7 14.3 44.0 15.1 46.6 13.4 44.9 Change Period (Y+Rc), s 4.5 5.5 4.5 5.5 4.5 5.5 4.5 5.5 Max Green Setting (Gmax), s11.5 38.5 11.5 38.5 11.5 38.5 11.5 38.5 Max Q Clear Time (g_c+I1), s13.5 19.1 9.7 29.0 10.8 31.5 6.3 21.0 Green Ext Time (p_c), s 0.0 5.1 0.0 2.7 0.0 4.1 0.0 3.3 Intersection Summary
HCM 6th Ctrl Delay 50.1
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Future With Project Cond itions 6: Maine Ave & Ramona Blvd Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 105 417 297 52 735 63 163 355 21 50 252 53 Future Volume (veh/h) 105 417 297 52 735 63 163 355 21 50 252 53 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1 870 1870 Adj Flow Rate, veh/h 114 453 323 57 799 68 177 386 23 54 274 58 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.9 2 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 145 716 508 126 1160 99 204 621 527 124 430 91 Arrive On Green 0.08 0.36 0.36 0.07 0.35 0.35 0.11 0.33 0.33 0.07 0.29 0.29 Sat Flow, veh/h 1781 1985 1408 1781 3314 282 1781 1870 1585 1781 1497 317 Grp Volume(v), veh/h 114 405 371 57 428 439 177 386 23 54 0 332 Grp Sat Flow(s),veh/h/ln 1781 1777 1617 1781 1777 1820 1781 1870 1585 178 1 0 1813 Q Serve(g_s), s 7.5 22.7 22.8 3.7 24.8 24.8 11.7 20.8 1.2 3.5 0.0 19.2 Cycle Q Clear(g_c), s 7.5 22.7 22.8 3.7 24.8 24.8 11.7 20.8 1.2 3.5 0.0 19. 2 Prop In Lane 1.00 0.87 1.00 0.15 1.00 1.00 1.00 0.17
Lane Grp Cap(c), veh/h 145 641 583 126 622 637 204 621 527 124 0 521 V/C Ratio(X) 0.79 0.63 0.64 0.45 0.69 0.69 0.87 0.62 0.04 0.44 0.00 0.64 Avail Cap(c_a), veh/h 230 641 583 230 622 637 230 621 527 230 0 521 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 Upstream Filter(I) 0.97 0.97 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1 .00 Uniform Delay (d), s/veh 54.1 31.8 31.8 53.5 33.4 33.4 52.3 33.7 27.1 53. 6 0.0 37.3 Incr Delay (d2), s/veh 3.4 4.6 5.1 0.9 6.1 6.0 24.0 4.6 0.2 0.9 0.0 5.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 6.3 15.6 14.6 3.0 17.1 17.4 10.8 15.5 0.9 2.9 0.0 14.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.5 36.3 36.9 54.4 39.5 39.4 76.3 38.3 27.3 54.5 0.0 43.1 LnGrp LOS E DDDDDEDCDAD
Approach Vol, veh/h 890 924 586 386
Approach Delay, s/veh 39.3 40.4 49.4 44.7
Approach LOS DDDD
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 14.3 47.5 18.2 40.0 13.0 48.8 12.8 45.4 Change Period (Y+Rc), s 4.5 5.5 4.5 5.5 4.5 5.5 4.5 5.5 Max Green Setting (Gmax), s15.5 34.5 15.5 34.5 15.5 34.5 15.5 34.5 Max Q Clear Time (g_c+I1), s 9.5 26.8 13.7 21.2 5.7 24.8 5.5 22.8 Green Ext Time (p_c), s 0.0 4.0 0.0 2.3 0.0 4.4 0.0 2.5 Intersection Summary
HCM 6th Ctrl Delay 42.5
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Future With Project Cond itions 6: Maine Ave & Ramona Blvd Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 168 725 340 92 515 64 168 308 80 61 278 70 Future Volume (veh/h) 168 725 340 92 515 64 168 308 80 61 278 70 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1 870 1870 Adj Flow Rate, veh/h 183 788 370 100 560 70 183 335 87 66 302 76 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.9 2 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 210 817 383 143 987 123 210 619 525 132 415 104 Arrive On Green 0.12 0.35 0.35 0.08 0.31 0.31 0.12 0.33 0.33 0.07 0.29 0.29 Sat Flow, veh/h 1781 2349 1100 1781 3179 396 1781 1870 1585 1781 1442 363 Grp Volume(v), veh/h 183 595 563 100 312 318 183 335 87 66 0 378 Grp Sat Flow(s),veh/h/ln 1781 1777 1672 1781 1777 1799 1781 1870 1585 178 1 0 1805 Q Serve(g_s), s 12.1 39.4 39.7 6.6 17.6 17.7 12.1 17.5 4.7 4.3 0.0 22.6 Cycle Q Clear(g_c), s 12.1 39.4 39.7 6.6 17.6 17.7 12.1 17.5 4.7 4.3 0.0 22 .6 Prop In Lane 1.00 0.66 1.00 0.22 1.00 1.00 1.00 0.20
Lane Grp Cap(c), veh/h 210 618 582 143 552 559 210 619 525 132 0 519 V/C Ratio(X) 0.87 0.96 0.97 0.70 0.57 0.57 0.87 0.54 0.17 0.50 0.00 0.73 Avail Cap(c_a), veh/h 230 618 582 230 552 559 230 619 525 230 0 519 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 Upstream Filter(I) 0.90 0.90 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1 .00 Uniform Delay (d), s/veh 52.1 38.4 38.5 53.8 34.6 34.6 52.1 32.7 28.4 53. 4 0.0 38.5 Incr Delay (d2), s/veh 23.5 26.5 28.2 2.3 4.2 4.2 25.5 3.4 0.7 1.1 0.0 8.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 10.8 28.4 27.4 5.4 12.9 13.0 11.2 13.3 3.4 3.6 0. 0 16.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.6 64.8 66.6 56.1 38.8 38.8 77.6 36.1 29.1 54.5 0.0 47.2 LnGrp LOS E E E E D D E D C D A D
Approach Vol, veh/h 1341 730 605 444
Approach Delay, s/veh 67.1 41.1 47.6 48.3
Approach LOS E D D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 18.6 42.8 18.6 40.0 14.1 47.2 13.4 45.2 Change Period (Y+Rc), s 4.5 5.5 4.5 5.5 4.5 5.5 4.5 5.5 Max Green Setting (Gmax), s15.5 34.5 15.5 34.5 15.5 34.5 15.5 34.5 Max Q Clear Time (g_c+I1), s14.1 19.7 14.1 24.6 8.6 41.7 6.3 19.5 Green Ext Time (p_c), s 0.0 4.5 0.0 2.3 0.0 0.0 0.0 2.8 Intersection Summary
HCM 6th Ctrl Delay 54.6
HCM 6th LOS D
HCM 6th TWSC Existing Conditions
7: Maine Ave & Alleyway/PD Dwy Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 005000 4 9 810 5 2 58
Future Vol, veh/h 0 005000 4 9 810 5 2 58
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 005000 5 4 110 5 7 19

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1118 1122 271 580 0 0 - - 0
Stage 1 542 542 -------
Stage 2 576 580 -------
Critical Hdwy 6.63 6.53 6.93 4.13 -----
Critical Hdwy Stg 1 5.83 5.53 -------
Critical Hdwy Stg 2 5.43 5.53 -------
Follow-up Hdwy 3.519 4.019 3.319 2.219 -----
Pot Cap-1 Maneuver 215 205 728 992 - - 0 - -
Stage 1 548 519 ---- 0--
Stage 2 561 499 ---- 0--
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 215 0 728 992 -----
Mov Cap-2 Maneuver 215 0 -------
Stage 1 548 0 -------
Stage 2 561 0 -------

Approach WB NB SB
HCM Control Delay, s 22.2 0 0

HCM LOS C

Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBT SBR
Capacity (veh/h) 992 - - 215 - -
HCM Lane V/C Ratio - - - 0.025 - -
HCM Control Delay (s) 0 - - 22.2 - -
HCM Lane LOS A - - C - -
HCM 95th %tile Q(veh) 0 - - 0.1 - -
HCM 6th TWSC Existing Conditions
7: Maine Ave & Alleyway/PD Dwy Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 000010 5 4 500 6 5 84
Future Vol, veh/h 0 000010 5 4 500 6 5 84
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 000010 5 9 200 7 1 54

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1309 1311 296 719 0 - - - 0
Stage 1 592 592 -------
Stage 2 717 719 -------
Critical Hdwy 6.63 6.53 6.93 4.13 -----
Critical Hdwy Stg 1 5.83 5.53 -------
Critical Hdwy Stg 2 5.43 5.53 -------
Follow-up Hdwy 3.519 4.019 3.319 2.219 -----
Pot Cap-1 Maneuver 163 158 701 880 - 0 0 - -
Stage 1 517 493 - - - 0 0 - -
Stage 2 483 432 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 163 0 701 880 -----
Mov Cap-2 Maneuver 163 0 -------
Stage 1 517 0 -------
Stage 2 483 0 -------

Approach WB NB SB
HCM Control Delay, s 10.1 0 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBTWBLn1 SBT SBR
Capacity (veh/h) 880 - 701 - -
HCM Lane V/C Ratio - - 0.002 - -
HCM Control Delay (s) 0 - 10.1 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0 - -
HCM 6th TWSC Future With Project Conditions
7: Maine Ave & Alleyway/PD Dwy Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 00500 1 0 5 3 310 6 2 4 1 0
Future Vol, veh/h 0 00500 1 0 5 3 310 6 2 4 1 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-----
Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 00500 1 1 5 7 910 6 7 8 1 1

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1286 1291 580 689 0 0 - - 0
Stage 1 602 602 -------
Stage 2 684 689 -------
Critical Hdwy 6.42 6.52 6.22 4.12 -----
Critical Hdwy Stg 1 5.42 5.52 -------
Critical Hdwy Stg 2 5.42 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 2.218 -----
Pot Cap-1 Maneuver 181 163 514 905 - - 0 - -
Stage 1 547 489 ---- 0--
Stage 2 501 446 ---- 0--
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 179 0 514 905 -----
Mov Cap-2 Maneuver 179 0 -------
Stage 1 540 0 -------
Stage 2 501 0 -------

Approach WB NB SB
HCM Control Delay, s 25.7 0.2 0

HCM LOS D

Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBT SBR
Capacity (veh/h) 905 - - 179 - -
HCM Lane V/C Ratio 0.012 - - 0.03 - -
HCM Control Delay (s) 9 - - 25.7 - -
HCM Lane LOS A - - D - -
HCM 95th %tile Q(veh) 0 - - 0.1 - -
HCM 6th TWSC Future With Project Conditions
7: Maine Ave & Alleyway/PD Dwy Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 00001 1 0 5 6 600 7 3 78
Future Vol, veh/h 0 00001 1 0 5 6 600 7 3 78
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-----
Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 00001 1 1 6 1 500 8 0 19

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1443 1447 615 810 0 - - - 0
Stage 1 637 637 -------
Stage 2 806 810 -------
Critical Hdwy 6.42 6.52 6.22 4.12 -----
Critical Hdwy Stg 1 5.42 5.52 -------
Critical Hdwy Stg 2 5.42 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 2.218 -----
Pot Cap-1 Maneuver 146 131 491 816 - 0 0 - -
Stage 1 527 471 - - - 0 0 - -
Stage 2 439 393 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 144 0 491 816 -----
Mov Cap-2 Maneuver 144 0 -------
Stage 1 520 0 -------
Stage 2 439 0 -------

Approach WB NB SB
HCM Control Delay, s 12.3 0.2 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBTWBLn1 SBT SBR
Capacity (veh/h) 816 - 491 - -
HCM Lane V/C Ratio 0.013 - 0.002 - -
HCM Control Delay (s) 9.5 - 12.3 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0 - -
HCM 6th TWSC Existing Conditions
8: Pacific Ave & Maine Ave Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 5.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 38 245 285 449 430 81
Future Vol, veh/h 38 245 285 449 430 81
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 150 - 60 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 41 266 310 488 467 88

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1375 278 555 0 - 0
Stage 1 511 -----
Stage 2 864 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 136 719 1011 - - -
Stage 1 567 -----
Stage 2 373 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 94 719 1011 - - -
Mov Cap-2 Maneuver 94 -----
Stage 1 393 -----
Stage 2 373 -----

Approach EB NB SB
HCM Control Delay, s 20.6 3.9 0

HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1011 - 94 719 - -
HCM Lane V/C Ratio 0.306 - 0.439 0.37 - -
HCM Control Delay (s) 10.1 - 70.4 12.9 - -
HCM Lane LOS B - F B - -
HCM 95th %tile Q(veh) 1.3 - 1.8 1.7 - -
HCM 6th TWSC Existing Conditions
8: Pacific Ave & Maine Ave Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 5.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 57 237 171 481 545 101
Future Vol, veh/h 57 237 171 481 545 101
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 150 - 60 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 62 258 186 523 592 110

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1281 351 702 0 - 0
Stage 1 647 -----
Stage 2 634 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 157 645 891 - - -
Stage 1 483 -----
Stage 2 491 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 124 645 891 - - -
Mov Cap-2 Maneuver 124 -----
Stage 1 382 -----
Stage 2 491 -----

Approach EB NB SB
HCM Control Delay, s 23.1 2.6 0

HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 891 - 124 645 - -
HCM Lane V/C Ratio 0.209 - 0.5 0.399 - -
HCM Control Delay (s) 10.1 - 60 14.2 - -
HCM Lane LOS B - F B - -
HCM 95th %tile Q(veh) 0.8 - 2.3 1.9 - -
HCM 6th Signalized Intersection Summary Future With Project Cond itions 8: Pacific Ave & Maine Ave Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 532 610 0
Future Volume (veh/h) 0 0 0 532 610 0
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 0 1870 1870 0
Adj Flow Rate, veh/h 0 0 0 578 663 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 020220
Cap, veh/h 0 0 0 1758 1758 0
Arrive On Green 0.00 0.00 0.00 0.94 0.94 0.00
Sat Flow, veh/h 0 0 1870 1870 0
Grp Volume(v), veh/h 0.0 0 578 663 0
Grp Sat Flow(s),veh/h/ln 0 1870 1870 0
Q Serve(g_s), s 0.0 2.0 2.5 0.0
Cycle Q Clear(g_c), s 0.0 2.0 2.5 0.0
Prop In Lane 0.00 0.00
Lane Grp Cap(c), veh/h 0 1758 1758 0
V/C Ratio(X) 0.00 0.33 0.38 0.00
Avail Cap(c_a), veh/h 0 1758 1758 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 0.0 0.2 0.2 0.0
Incr Delay (d2), s/veh 0.0 0.5 0.6 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln 0.0 0.4 0.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.7 0.8 0.0
LnGrp LOS AAAA
Approach Vol, veh/h 578 663
Approach Delay, s/veh 0.7 0.8
Approach LOS A A
Timer - Assigned Phs 2 6
Phs Duration (G+Y+Rc), s 75.0 75.0
Change Period (Y+Rc), s 4.5 4.5
Max Green Setting (Gmax), s 45.5 45.5
Max Q Clear Time (g_c+I1), s 4.0 4.5
Green Ext Time (p_c), s 4.4 5.4
Intersection Summary
HCM 6th Ctrl Delay 0.8
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Future With Project Cond itions 8: Pacific Ave & Maine Ave Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 569 725 0
Future Volume (veh/h) 0 0 0 569 725 0
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 0 1870 1870 0
Adj Flow Rate, veh/h 0 0 0 618 788 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 020220
Cap, veh/h 0 0 0 1758 1758 0
Arrive On Green 0.00 0.00 0.00 0.94 0.94 0.00
Sat Flow, veh/h 0 0 1870 1870 0
Grp Volume(v), veh/h 0.0 0 618 788 0
Grp Sat Flow(s),veh/h/ln 0 1870 1870 0
Q Serve(g_s), s 0.0 2.2 3.3 0.0
Cycle Q Clear(g_c), s 0.0 2.2 3.3 0.0
Prop In Lane 0.00 0.00
Lane Grp Cap(c), veh/h 0 1758 1758 0
V/C Ratio(X) 0.00 0.35 0.45 0.00
Avail Cap(c_a), veh/h 0 1758 1758 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 0.0 0.2 0.2 0.0
Incr Delay (d2), s/veh 0.0 0.6 0.8 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln 0.0 0.5 0.7 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.8 1.1 0.0
LnGrp LOS AAAA
Approach Vol, veh/h 618 788
Approach Delay, s/veh 0.8 1.1
Approach LOS A A
Timer - Assigned Phs 2 6
Phs Duration (G+Y+Rc), s 75.0 75.0
Change Period (Y+Rc), s 4.5 4.5
Max Green Setting (Gmax), s 45.5 45.5
Max Q Clear Time (g_c+I1), s 4.2 5.3
Green Ext Time (p_c), s 4.9 7.1
Intersection Summary
HCM 6th Ctrl Delay 0.9
HCM 6th LOS A
HCM 6th TWSC Existing Conditions
9: Pacific Ave & Bogart Ave Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 16 22 709 31 35 651
Future Vol, veh/h 16 22 709 31 35 651
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 17 24 771 34 38 708

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1218 403 0 0 805 0
Stage 1 788 -----
Stage 2 430 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 173 597 - - 815 -
Stage 1 409 -----
Stage 2 624 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 165 597 - - 815 -
Mov Cap-2 Maneuver 165 -----
Stage 1 409 -----
Stage 2 595 -----

Approach WB NB SB
HCM Control Delay, s 19.8 0 0.5

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 284 815 -
HCM Lane V/C Ratio - - 0.145 0.047 -
HCM Control Delay (s) - - 19.8 9.6 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.5 0.1 -
HCM 6th TWSC Existing Conditions
9: Pacific Ave & Bogart Ave Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Intersection
Int Delay, s/veh 1.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 44 616 27 41 719
Future Vol, veh/h 30 44 616 27 41 719
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 33 48 670 29 45 782

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1166 350 0 0 699 0
Stage 1 685 -----
Stage 2 481 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 187 646 - - 893 -
Stage 1 462 -----
Stage 2 588 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 178 646 - - 893 -
Mov Cap-2 Maneuver 178 -----
Stage 1 462 -----
Stage 2 559 -----

Approach WB NB SB
HCM Control Delay, s 20.4 0 0.5

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 313 893 -
HCM Lane V/C Ratio - - 0.257 0.05 -
HCM Control Delay (s) - - 20.4 9.2 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 1 0.2 -
HCM 6th Signalized Intersection Summary Future With Project Cond itions 9: Pacific Ave & Bogart Ave Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 16 22 509 51 35 586
Future Volume (veh/h) 16 22 509 51 35 586
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 17 24 553 55 38 637
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 22222
Cap, veh/h 26 37 2544 252 732 3036
Arrive On Green 0.04 0.04 0.78 0.78 0.02 0.85
Sat Flow, veh/h 674 952 3358 324 1781 3647
Grp Volume(v), veh/h 42 0 300 308 38 637
Grp Sat Flow(s),veh/h/ln 1665 0 1777 1812 1781 1777
Q Serve(g_s), s 1.9 0.0 3.4 3.4 0.3 2.4
Cycle Q Clear(g_c), s 1.9 0.0 3.4 3.4 0.3 2.4
Prop In Lane 0.40 0.57 0.18 1.00
Lane Grp Cap(c), veh/h 65 0 1385 1412 732 3036
V/C Ratio(X) 0.65 0.00 0.22 0.22 0.05 0.21
Avail Cap(c_a), veh/h 577 0 1385 1412 954 3036
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.94 0.94 1.00 1.00
Uniform Delay (d), s/veh 35.5 0.0 2.2 2.2 1.3 1.0
Incr Delay (d2), s/veh 10.4 0.0 0.3 0.3 0.0 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln 1.7 0.0 1.3 1.4 0.1 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.9 0.0 2.5 2.5 1.4 1.1
LnGrp LOS D AAAAA
Approach Vol, veh/h 42 608 675
Approach Delay, s/veh 45.9 2.5 1.1
Approach LOS D A A
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 68.1 5.6 62.4 6.9
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 26.0 11.0 26.0 26.0
Max Q Clear Time (g_c+I1), s 4.4 2.3 5.4 3.9
Green Ext Time (p_c), s 4.4 0.0 3.7 0.1
Intersection Summary
HCM 6th Ctrl Delay 3.2
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Future With Project Cond itions 9: Pacific Ave & Bogart Ave Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 30 44 516 47 41 662
Future Volume (veh/h) 30 44 516 47 41 662
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 33 48 561 51 45 720
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 22222
Cap, veh/h 43 62 2478 225 707 2948
Arrive On Green 0.06 0.06 0.75 0.75 0.02 0.83
Sat Flow, veh/h 669 973 3388 299 1781 3647
Grp Volume(v), veh/h 82 0 302 310 45 720
Grp Sat Flow(s),veh/h/ln 1662 0 1777 1817 1781 1777
Q Serve(g_s), s 3.6 0.0 3.8 3.8 0.4 3.2
Cycle Q Clear(g_c), s 3.6 0.0 3.8 3.8 0.4 3.2
Prop In Lane 0.40 0.59 0.16 1.00
Lane Grp Cap(c), veh/h 106 0 1336 1366 707 2948
V/C Ratio(X) 0.78 0.00 0.23 0.23 0.06 0.24
Avail Cap(c_a), veh/h 576 0 1336 1366 925 2948
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.91 0.91 1.00 1.00
Uniform Delay (d), s/veh 34.6 0.0 2.8 2.8 1.7 1.4
Incr Delay (d2), s/veh 11.4 0.0 0.4 0.4 0.0 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln 3.2 0.0 1.7 1.8 0.1 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.0 0.0 3.1 3.1 1.8 1.6
LnGrp LOS D AAAAA
Approach Vol, veh/h 82 612 765
Approach Delay, s/veh 46.0 3.1 1.6
Approach LOS D A A
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 66.2 5.8 60.4 8.8
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 26.0 11.0 26.0 26.0
Max Q Clear Time (g_c+I1), s 5.2 2.4 5.8 5.6
Green Ext Time (p_c), s 5.0 0.0 3.7 0.2
Intersection Summary
HCM 6th Ctrl Delay 4.7
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Existing Conditions 10: Pacific Ave & Downing Ave Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 9 6 37 10 60 6 666 28 29 588 42 Future Volume (veh/h) 30 9 6 37 10 60 6 666 28 29 588 42 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1 870 1870 Adj Flow Rate, veh/h 33 10 7 40 11 65 7 724 30 32 639 46 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.9 2 Percent Heavy Veh, % 222222222222
Cap, veh/h 173 49 23 108 27 89 641 1347 1141 516 2666 192 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 0.72 0.72 0.72 0.02 0.79 0.79 Sat Flow, veh/h 925 491 231 430 267 889 757 1870 1585 1781 3362 242 Grp Volume(v), veh/h 50 0 0 116 0 0 7 724 30 32 337 348 Grp Sat Flow(s),veh/h/ln 1647 0 0 1587 0 0 757 1870 1585 1781 1777 1827 Q Serve(g_s), s 0.0 0.0 0.0 3.3 0.0 0.0 0.2 13.3 0.4 0.3 3.6 3.7 Cycle Q Clear(g_c), s 2.0 0.0 0.0 5.2 0.0 0.0 0.2 13.3 0.4 0.3 3.6 3.7 Prop In Lane 0.66 0.14 0.34 0.56 1.00 1.00 1.00 0.13
Lane Grp Cap(c), veh/h 245 0 0 224 0 0 641 1347 1141 516 1409 1448 V/C Ratio(X) 0.20 0.00 0.00 0.52 0.00 0.00 0.01 0.54 0.03 0.06 0.24 0.24 Avail Cap(c_a), veh/h 600 0 0 602 0 0 641 1347 1141 743 1409 1448 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1 .00 Uniform Delay (d), s/veh 31.2 0.0 0.0 32.6 0.0 0.0 3.0 4.8 3.0 3.7 2.0 2.0 Incr Delay (d2), s/veh 0.4 0.0 0.0 1.9 0.0 0.0 0.0 1.5 0.0 0.0 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 1.5 0.0 0.0 3.8 0.0 0.0 0.0 7.3 0.2 0.1 1.4 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.6 0.0 0.0 34.5 0.0 0.0 3.0 6.3 3.0 3.8 2.4 2.4 LnGrp LOS C A A C AAAAAAAA
Approach Vol, veh/h 50 116 761 717
Approach Delay, s/veh 31.6 34.5 6.2 2.4
Approach LOS C C A A
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 63.5 11.5 5.5 58.0 11.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 26.0 26.0 11.0 26.0 26.0
Max Q Clear Time (g_c+I1), s 5.7 4.0 2.3 15.3 7.2
Green Ext Time (p_c), s 4.2 0.2 0.0 3.9 0.5
Intersection Summary
HCM 6th Ctrl Delay 7.3
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Existing Conditions 10: Pacific Ave & Downing Ave Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 7 6 51 5 42 16 607 50 62 665 18 Future Volume (veh/h) 9 7 6 51 5 42 16 607 50 62 665 18 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1 870 1870 Adj Flow Rate, veh/h 10 8 7 55 5 46 17 660 54 67 723 20 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.9 2 Percent Heavy Veh, % 222222222222
Cap, veh/h 108 76 45 138 16 62 610 1340 1136 564 2826 78 Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.09 0.72 0.72 0.72 0.03 0.80 0.80 Sat Flow, veh/h 440 810 486 698 168 663 717 1870 1585 1781 3532 98 Grp Volume(v), veh/h 25 0 0 106 0 0 17 660 54 67 364 379 Grp Sat Flow(s),veh/h/ln 1736 0 0 1529 0 0 717 1870 1585 1781 1777 1853 Q Serve(g_s), s 0.0 0.0 0.0 4.0 0.0 0.0 0.5 11.6 0.7 0.7 3.9 3.9 Cycle Q Clear(g_c), s 1.0 0.0 0.0 5.0 0.0 0.0 0.5 11.6 0.7 0.7 3.9 3.9 Prop In Lane 0.40 0.28 0.52 0.43 1.00 1.00 1.00 0.05
Lane Grp Cap(c), veh/h 229 0 0 216 0 0 610 1340 1136 564 1421 1482 V/C Ratio(X) 0.11 0.00 0.00 0.49 0.00 0.00 0.03 0.49 0.05 0.12 0.26 0.26 Avail Cap(c_a), veh/h 623 0 0 594 0 0 610 1340 1136 771 1421 1482 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1 .00 Uniform Delay (d), s/veh 31.3 0.0 0.0 33.0 0.0 0.0 3.1 4.7 3.1 3.4 1.9 1.9 Incr Delay (d2), s/veh 0.2 0.0 0.0 1.7 0.0 0.0 0.1 1.3 0.1 0.1 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.8 0.0 0.0 3.5 0.0 0.0 0.1 6.4 0.3 0.3 1.4 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.5 0.0 0.0 34.8 0.0 0.0 3.2 6.0 3.2 3.4 2.3 2.3 LnGrp LOS C A A C AAAAAAAA
Approach Vol, veh/h 25 106 731 810
Approach Delay, s/veh 31.5 34.8 5.7 2.4
Approach LOS C C A A
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 64.0 11.0 6.3 57.7 11.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 26.0 26.0 11.0 26.0 26.0
Max Q Clear Time (g_c+I1), s 5.9 3.0 2.7 13.6 7.0
Green Ext Time (p_c), s 4.6 0.1 0.1 3.9 0.5
Intersection Summary
HCM 6th Ctrl Delay 6.3
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Future With Project Cond itions 10: Pacific Ave & Downing Ave Weekday AM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 9 6 37 10 60 6 466 48 29 523 42 Future Volume (veh/h) 30 9 6 37 10 60 6 466 48 29 523 42 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1 870 1870 Adj Flow Rate, veh/h 33 10 7 40 11 65 7 507 52 32 568 46 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.9 2 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 173 49 23 108 27 89 678 1347 1141 655 2640 213 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 0.72 0.72 0.72 0.02 0.79 0.79 Sat Flow, veh/h 925 491 231 430 267 889 808 1870 1585 1781 3330 269 Grp Volume(v), veh/h 50 0 0 116 0 0 7 507 52 32 303 311 Grp Sat Flow(s),veh/h/ln 1647 0 0 1587 0 0 808 1870 1585 1781 1777 1822 Q Serve(g_s), s 0.0 0.0 0.0 3.3 0.0 0.0 0.2 7.8 0.7 0.3 3.2 3.2 Cycle Q Clear(g_c), s 2.0 0.0 0.0 5.2 0.0 0.0 0.2 7.8 0.7 0.3 3.2 3.2 Prop In Lane 0.66 0.14 0.34 0.56 1.00 1.00 1.00 0.15
Lane Grp Cap(c), veh/h 245 0 0 224 0 0 678 1347 1141 655 1409 1445 V/C Ratio(X) 0.20 0.00 0.00 0.52 0.00 0.00 0.01 0.38 0.05 0.05 0.21 0.22 Avail Cap(c_a), veh/h 600 0 0 602 0 0 678 1347 1141 881 1409 1445 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.99 0.99 0 .99 Uniform Delay (d), s/veh 31.2 0.0 0.0 32.6 0.0 0.0 3.0 4.0 3.0 2.8 1.9 1.9 Incr Delay (d2), s/veh 0.4 0.0 0.0 1.9 0.0 0.0 0.0 0.8 0.1 0.0 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 1.5 0.0 0.0 3.8 0.0 0.0 0.0 4.2 0.3 0.1 1.2 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.6 0.0 0.0 34.5 0.0 0.0 3.0 4.8 3.1 2.8 2.3 2.3 LnGrp LOS C A A C AAAAAAAA
Approach Vol, veh/h 50 116 566 646
Approach Delay, s/veh 31.6 34.5 4.7 2.3
Approach LOS C C A A
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 63.5 11.5 5.5 58.0 11.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 26.0 26.0 11.0 26.0 26.0
Max Q Clear Time (g_c+I1), s 5.2 4.0 2.3 9.8 7.2
Green Ext Time (p_c), s 3.8 0.2 0.0 3.2 0.5
Intersection Summary
HCM 6th Ctrl Delay 7.0
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Future With Project Cond itions 10: Pacific Ave & Downing Ave Weekday PM Peak Hour
Baldwin Park Zocalo Civic Plaza Project/1-22-4468-1 Synchro 11 Report LLG Engineers 04/21/2022
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 7 6 51 5 42 16 507 70 62 608 18 Future Volume (veh/h) 9 7 6 51 5 42 16 507 70 62 608 18 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1 870 1870 Adj Flow Rate, veh/h 10 8 7 55 5 46 17 551 76 67 661 20 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.9 2 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 108 76 45 138 16 62 640 1340 1136 627 2817 85 Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.09 0.72 0.72 0.72 0.03 0.80 0.80 Sat Flow, veh/h 440 810 486 698 168 663 759 1870 1585 1781 3522 107 Grp Volume(v), veh/h 25 0 0 106 0 0 17 551 76 67 333 348 Grp Sat Flow(s),veh/h/ln 1736 0 0 1529 0 0 759 1870 1585 1781 1777 1851 Q Serve(g_s), s 0.0 0.0 0.0 4.0 0.0 0.0 0.5 8.9 1.1 0.7 3.5 3.5 Cycle Q Clear(g_c), s 1.0 0.0 0.0 5.0 0.0 0.0 0.5 8.9 1.1 0.7 3.5 3.5 Prop In Lane 0.40 0.28 0.52 0.43 1.00 1.00 1.00 0.06
Lane Grp Cap(c), veh/h 229 0 0 216 0 0 640 1340 1136 627 1421 1481 V/C Ratio(X) 0.11 0.00 0.00 0.49 0.00 0.00 0.03 0.41 0.07 0.11 0.23 0.23 Avail Cap(c_a), veh/h 623 0 0 594 0 0 640 1340 1136 835 1421 1481 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.98 0.98 0 .98 Uniform Delay (d), s/veh 31.3 0.0 0.0 33.0 0.0 0.0 3.1 4.3 3.2 2.9 1.8 1.8 Incr Delay (d2), s/veh 0.2 0.0 0.0 1.7 0.0 0.0 0.1 0.9 0.1 0.1 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.8 0.0 0.0 3.5 0.0 0.0 0.1 4.9 0.5 0.2 1.2 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.5 0.0 0.0 34.8 0.0 0.0 3.2 5.2 3.3 2.9 2.2 2.2 LnGrp LOS C A A C AAAAAAAA
Approach Vol, veh/h 25 106 644 748
Approach Delay, s/veh 31.5 34.8 4.9 2.3
Approach LOS C C A A
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 64.0 11.0 6.3 57.7 11.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 26.0 26.0 11.0 26.0 26.0
Max Q Clear Time (g_c+I1), s 5.5 3.0 2.7 10.9 7.0
Green Ext Time (p_c), s 4.2 0.1 0.1 3.6 0.5
Intersection Summary
HCM 6th Ctrl Delay 6.1
HCM 6th LOS A
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-22-4468-1 Zocalo Park Project

APPENDIX C

TRAFFIC CONTROL WARRANT ANALYSIS

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