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02.02.22 Staff Report
NOTICE AND CALL OF A VIRTUAL SPECIAL MEETING OF THE CITY COUNCIL TO THE MEMBERS OF THE AFOREMENTIONED AGENCIES AND THE CITY CLERK OF THE CITY OF BALDWIN PARK NOTICE IS HEREBY GIVEN that a Special Meeting is hereby called to be held on WEDNESDAY, February 2, 2022 at 5:00 PM. Said Special Meeting shall be for the purpose of conducting business in accordance with the attached Agenda. NO OTHER BUSINESS WILL BE DISCUSSED THE COUNCIL CHAMBER WILL BE CLOSED TO THE PUBLIC DUE TO THE SURGE OF COVID CASES. Posted: January 27, 2022. Emm J. Estrada Mayor AFFIDAVIT OF POSTING I, Marlen Garcia, City Clerk of the City of Baldwin Park hereby certify 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 24 hours prior to the meeting of February 2, 2022. OnA&I Z Marlen Garc'a, City Clerk AGENDA BALDWIN PARK CITY COUNCIL VIRTUAL SPECIAL MEETING COUNCIL CHAMBER - 14403 E. Pacific Avenue, Baldwin Park, 91706 February 2, 2022 5:00 PM THE COUNCIL CHAMBER WILL BE CLOSED TO THE PUBLIC Audio Streaming will be available at: https.11www.youtube.com/channellUCFLZO d F jy59rhi Z13Fg/featured?view as=subscriber http.-Abaldwinpark.granicus.co /t/iewPublisher.ph ?view id=10 Audio Streaming Simultaneously in Spanish will be available at: https.11www. youtube. co /channellUC3bPFBIHcoPIks 1XpetmGcA 0 •AI�<RIEL Emmanuel J. Estrada - Mayor Daniel Damian - Mayor Pro Tem Alejandra Avila - Council Member Monica Garcia - Council Member Paul C. Hernandez - Council Member PLEASE TURN OFF ALL ELECTRONIC DEVICES PUBLIC COMMENTS COMENTARIOS DEL PUBLICO The public is encouraged to address the City Se invita al publico a dirigirse al Concilio o cualquiera Council or any of its Agencies listed on this otra de sus Agencias nombradas en esta agenda. agenda. In accordance with Chapter 39 of the De acuerdo con el capitulo 39 del Codigo Municipal Baldwin Park Municipal Code, Speakers must de la Ciudad de Baldwin Park, los comentaros deben address the Council as a whole and refrain se dirigidos al Concilio como una sola entidad, y no from making impertinent, slanderous, or ser impertinentes, difamatorios, o profanos, o profane remarks or disrupt the peace of the interrumpir la paz de la reunion. meeting. CITY COUNCIL VIRTUAL SPECIAL MEETING — 5:00 P.M. CALL TO ORDER: ROLL CALL: Council Members: Alejandra Avila, Monica Garcia, Paul C. Hernandez, Mayor Pro Tem Daniel Damian, and Mayor Emmanuel J. Estrada PUBLIC COMMUNICATIONS Three (3) minute speaking time limit Tres (3) minutos sera el limite para hablar 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 §54954.21 ESTE ES EL PERIODO DESIGNADO PARA DIRIGIRSE AL CONCILIO FAVOR DE NOTIFICAR A LA SECRETARIA SI REQUIERE LOS SERVICIOS DEL INTERPRETS No se podra tomar acci6n en algun asunto a menos que sea incluido en la agenda, o a menos que exista alguna emergencia o circunstancia especial. El cuerpo legislativo y su personal podran: 1) Responder brevemente a declaraciones o preguntas hechas por personas; o 2) Dirigir personal a investigar y/o fjar asuntos para tomar en consideracion en juntas proximas. [Codigo de Gobierno §54954.2] If you wish to comment on agenda items, please email your name, City of residence, item number and a phone number where you will be available between the hours of 5:00 PM to 6:00 PM on February 2, 2022 to eomments(a�bbaldwinpark.eomw You will be contacted by a staff member and will be granted 3 (three) minutes to speak live during the meeting. If you are a non-English Speaker and require translation services in another language other than Spanish, or sign, please indicate your request in your communication up to 48 hours prior to the meeting. If large numbers of persons wishing to speak are gathered (a reduction of the speaking time allotted for each speaker may be announced). A one hour limit may be placed on the time for public communications so that City business can be conducted, after which time, communications can resume. OPEN SESSION/STUDY SESSION • Baldwin Park on the Move Sales Tax Proposal Presentation Presented by Juan Garza, Six Haeron and Kian Kaeni, from Dragonfly Public Affairs RECESS TO CLOSED SESSION 1. Conference With Legal Counsel—Existing Litigation Pursuant to paragraph (1) of subdivision (d) of Government Code Section 54956.9: Case Name: Suzanne Ruelas v. City of Baldwin Park Case No. 20STCV17682 Case Name: Tuan Le v. City of Baldwin Park Case No. 21 STCV34473 2. Conference With Legal Counsel—Anticipated Litigation Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Government Code Section 54956.9: Potential Case(s): Ten (10) RECONVENE IN OPEN SESSION REPORT FROM CLOSED SESSION ADJOURNMENT CERTIFICATION I, Marlen Garcia, City Clerk of the City of Baldwin Park hereby that, certify 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 24 hours prior to the meeting of January 27, 2022. Marlen Gar is City Clerk For further information regarding agenda items, please contact the office of the City Clerk at (626) 960-4011 ext. 466 or e- mail Imoralesta)baldwinpark. com. 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 ll) BALDWIN PARK CITY COUNCIL VIRTUAL REGULAR MEETING COUNCIL CHAMBER - 14403 E. Pacific Avenue, Baldwin Park, 91706 February 2, 2022 7:00 PM THE COUNCIL CHAMBER WILL BE CLOSED TO THE PUBLIC Audio Streaming will be available at: https.-Ilwww.youtube.comlchannellUCFLZO dQERIy59rhiQZ13qF Ifeatured?view as=subscriber http.-Abaldwinpark. granicus. comlViewPublisher. PhI2 ?view id=10 Audio Streaming Simultaneously in Spanish will be available at: https:llwww.voutube.com/channel/UC3bPFBIHcoPIks]X qetmGcA H U B,,, OF THE Emmanuel J. Estrada - Mayor Daniel Damian - Mayor Pro Tern Alejandra Avila - Council Member Monica Garcia - Council Member Paul C. Hernandez - Council Member PLEASE TURN OFF ALL ELECTRONIC DEVICES DURING THE MEETING. 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 COMENTARIOS DEL PUBLICO Se invita al p6blico a dirigirse al Concilio a cualquier otra de sus Agencias nombradas en esta agenda, para hablar sabre cualquier asunto publicado en la agenda a cualquier tema que este bajo su jurisdicci6n. De acuerdo con e/ capitulo 39 del C6digo Municipal de la Ciudad de Baldwin Park, los comentaros deben se dirigidos al Concilio coma una sola entidad, y no ser impertinentes, difamatorios, a profanos, a interrumpir la paz de la reunion. CITY COUNCIL VIRTUAL REGULAR MEETING — 7:00 PM CALL TO ORDER INVOCATION PLEDGE OF ALLEGIANCE ROLL CALL Council Members: Alejandra Avila, Monica Garcia, Paul C. Hernandez, Mayor Pro Tem Daniel Damian, and Mayor Emmanuel J. Estrada REPORT FROM CLOSED SESSION ANNOUNCEMENTS PROCLAMATIONS, COMMENDATIONS & PRESENTATIONS • Oath of Office for Commissioners • Black History Month Proclamation • Project Homekey Baldwin Park Presented by Elisa McCormick, Director of PHK Baldwin Park PUBLIC COMMUNICATIONS Three (3) minute speaking time limit Tres (3) minutos sera el limite para hablar 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] ESTE ES EL PERIODO DESIGNADO PARA DIRIGIRSE AL CONCILIO FAVOR DE NOTIFICAR A LA SECRETARIA SI REQUIERE LOS SERVICIOS DEL INTERPRETS No se podra tomar accion an algGn asunto a menos que sea incluido en la agenda, o a menos que exista algona emergencia o circunstancia especial. EI cuerpo legislativo y su personal podran: 1) Responder brevemente a declaracidnes o preguntas hechas por personas; o 2) Dirigir personal a investigar y/o fijar asuntos para tomar en consideracidn en juntas proximas. [Codigo de Gobierno §54954.21 If you wish to comment on agenda items, please email your name, City of residence, item number and a phone number where you will be available between the hours of 7:00 PM to 8:00 PM on February 2, 2022 to commentyLa�baldwinpark.com. You will be contacted by a staff member and will be granted 3 (three) minutes to speak live during the meeting. If you are a non-English Speaker and require translation services in another language other than Spanish, or sign, please indicate your request in your communication up to 48 hours prior to the meeting. If large numbers of persons wishing to speak are gathered (a reduction of the speaking time allotted for each speaker may be announced). A one hour limit may be placed on the time for public communications so that City business can be conducted, after which time, communications can resume. City Council Agenda Page 2 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. City of Baldwin Park's Warrants and Demands Staff recommends that the City Council ratify the attached Warrants and Demands Register. 2. Meeting Minutes Staff recommends that the City Council approve meeting minutes for the following City Council Meetings: Special City Council Meeting of January 19, 2022. Regular City Council Meeting of January 19, 2022. 3. Claim Rejection Staff recommends that the City Council reject the following claims and direct staff to send the appropriate notice of rejection to claimant(s): Ramon David Burgos The claimant alleges stolen property. Jesus Ruiz Sanchez The claimant alleges dangerous condition of public property. Chung Ping Wong The claimant alleges dangerous condition of public property. These government claims, and all government claims, should be considered as potential lawsuits in the future. Thus, it is requested that all City Staff, the Mayor and all Council Members refrain from making any statements, whether public or private in nature. It is important that no statements be made so as to not prejudice this claim in any way which can happen if public or private comments are made about this claim by City staff or Council Members. 4. Amendment to the Consultant Services Agreement between the City of Baldwin Park, and Lorraine Mendez and Associates Staff recommends that City Council: 1. Approve an amendment to the Consultant Services Agreement between the City of Baldwin Park and Lorraine Mendez and Associates, Inc., to complete the following items: a. FY 2019/20 Annual Plan Cares Act Substantial Amendment b. HOME ARP Allocation Plan c. FY 2022-2023 Annual Action Plan d. Other HUD Programs Administration tasks including, but not limited to, assistance with HUD Monitoring response, 2021/22 CAPER, etc.; and 2. Direct the Chief Executive Officer and the City Attorney to prepare and execute the amendment with Lorraine Mendez and Associates, Inc.; and 3. Authorize the Director of Finance to appropriate the funds and budget amendment accordingly. City Council Agenda Page 3 REPORTS OF OFFICERS 5. Introduction of Ordinance No. 1467 "An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 73 of the Baldwin Park Municipal Code Relating to Speed Limits on Certain Streets" Staff recommends the City Council introduce for first reading, by title only, Ordinance No. 1467 entitled: "An Ordinance of the City Council of the City of Baldwin Park, California, amending Chapter 73 of the Baldwin Park Municipal Code relating to speed limits on certain streets"; and direct staff to bring back for second reading and adoption at the next regularly scheduled City Council Meeting. 6. Introduction of Ordinance No. 1468 "An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 50 of the Baldwin Park Municipal Code and enacting a New Section in Chapter 50 Establishing Mandatory Organic Waste Disposal Reduction Requirements under Senate Bill (SB) 1383 Related to Short -Lived Climate Pollutants (SLCP)" Staff recommends that the City Council introduce for first reading, by title only, Ordinance No. 1468 entitled: "An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 50 of the Baldwin Park Municipal Code and Enacting a New Section in Chapter 50 Establishing Mandatory Organic Waste Disposal Reduction Requirements Under Senate Bill (SB) 1383 Related to Short -Lived Climate Pollutants (SLCP)"; and direct staff to bring back for second reading and adoption at the next regularly scheduled City Council Meeting. CITY COUNCIL / CITY CLERK / CITY TREASURER / STAFF REQUESTS & COMMUNICATION Request by Mayor Emmanuel J. Estrada • Mayor Estrada requests City Council discussion and direction on a Citywide Clean Up Event in collaboration with local organizations. ADJOURNMENT CERTIFICATION I, Marlen Garcia, 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. Dated this 27th day of January 2022. ,*ft&1AWZ Marlen Garcia 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 Imoralesp_baldwinpark.com. 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 Agenda Page 4 ITEM NO. 1 TO: Honorable Mayor and Members of the City Council FROM: Rose Tam, Director of Finance DATE: February 2, 2022 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 $564,513.41 and the attached General Warrants Register was $604,981.51 for a total amount of $1,169,494.92. BACKGROUND The attached Claims and Demands report format meets 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 of check numbers 201294 to 201300 Additionally, Automated Clearing House (ACH) Payroll deposits were made on behalf of City Employees from control number 30307 to 31053 for the period December 26, 2021 through January 8, 2022, inclusive; these are presented and hereby ratified in the amount of $564,513.41. 2. General Warrants, with the checks from 234979 to 235057 in the amount of $604,981.51 for the period of January 12, 2022 to January 24, 2022, inclusive; in the total amount of $604,981.51 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 ATTACHMENT 1. 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N N CIN N N N N N N N ry N ry N ry N C3 N N N N N N N N N N N CIN N N N N N N CC11 N NNN gN N ry ry N N ry N N N N N N N N N N CI N N N N CIN N N N N N N N N ry N N ry N N N N N N N N N N N N N f�I N N N N 0 0 0 6 0 d 0 tl 6 tl 0 0 0 0 0 0 0 o p 4 p p p O 0 0 0 0 0 0 0 0 0 0 0 tl 0 0 d 0 2 0 0 0 2 0 o p p 0 0 0 0 0 CCCrLIrL'C[CnIrLnIL`�'C[L"n �MMCfL'nlfL'IL"CL'ICICL'INCL'IL''CCICL''CCILICCCrLI��rL'rr�n'CCCtL�1CL�CIL'+��L'' Mflrn r_m_�fn L11 Q p 4 p O p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 4 4 p p 4 p p p p O 0 0 0 0 0 0 0 d tl 0 0 0 0 r1. .Ci a ^J !�.[ 4 Qp00r~ �.-w Nln MMtn77hYth hOhh 0000 W lho --i NCiM �'/�`4 W W 1� W W ITT T000'+NN M ��n �n �D /'� O O O O O O O O O O d 0 0 6 0 0 0 0 0 0 0 4 p p p�� N N N 0 0 0 0 0 0 O.O O O tl tl o 2 0 0 0 0 0 0 o p p p In In N In Il In In N N N N h In In In h N h h h Vf N h h h N vl vl h h V1 N v� h V1 h V� v� v7 h h h h [n h �n L1 v1 h vl h vl N P a NN C i N N N c l N N N N ry N N i y NNN CIN NNN CIN NNNN C I N N NNryN HN 11 NN N N N CI N N N ITEM NO. 2 TO: Honorable Mayor and Members of the City Council FROM: Lourdes Morales, Chief Deputy City Clerk DATE: February 2, 2022 ,` SUBJECT: Meeting Minutes SUMMARY The City Council held Special and Regular City Council Meetings on the dates listed below. RECOMMENDATION Staff recommends that the City Council approve meeting minutes for the following City Council Meetings: Special City Council Meeting of January 19, 2022. Regular City Council Meeting of January 19, 2022. FISCAL IMPACT There is no fiscal impact associated with this item. BACKGROUND Not applicable ALTERNATIVES Not applicable LEGAL REVIEW This report does not require legal review. ATTACHMENTS 1. Special City Council Meeting of January 19, 2022. 2. Regular City Council Meeting of January 19, 2022. MINUTES BALDWIN PARK CITY COUNCIL VIRTUAL STUDY SESSION AND SPECIAL MEETING January 19, 2022 5:00 P.M. COUNCIL CHAMBER - 14403 E. Pacific Avenue, Baldwin Park, 91706 CALL TO ORDER The meeting was called to order at 5:03 PM by Mayor Estrada. ROLL CALL Chief Deputy City Clerk Morales performed roll call: PRESENT: Council Member Daniel Damian Council Member Monica Garcia Council Member Paul C. Hernandez joined at 5:14 PM. Mayor Pro Tem Alejandra Avila Mayor Emmanuel J. Estrada PUBLIC COMMUNICATIONS Mayor Estrada opened Public Communications at 5:04 PM. Seeing no one wishing to speak, Mayor Estrada closed Public Communications at 5:04 PM. OPEN SESSION/STUDY SESSION • Current and Future Local, State and Federal Grant Opportunities to Benefit Baldwin Park Presented by David Marquez, Senior Project Manager from California Consulting, INC David Marquez provided an overview of the grant opportunities that have been obtained and grants that will become available in the future. He thanked the City for their partnership and staff for their hard work and collaboration. Mayor Estrada requested searching for grants related to cannabis; Council Member Hernandez requested the City apply for private grants, grants to assist with youth development and homeless efforts, and grants to assist public safety like the Police Department. Council Member Garcia thanked David Marquez and staff for assisting with funding for Walnut Creek Park. The City Council recessed into closed session at 5:36 PM. Special Meeting of 01/16/22 Page 1 of 2 RECESS TO CLOSED SESSION 1. Conference With Legal Counsel—Existing Litigation Pursuant to paragraph (1) of subdivision (d) of Government Code Section 54956.9: Case Name: Suzanne Ruelas v. City of Baldwin Park Case No. 20STCV17682 Case Name: Daniel Rodriguez v. City of Baldwin Park Case No. 21 STCV21129 2. Conference With Legal Counsel—Anticipated Litigation Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Government Code Section 54956.9: Potential Case(s): Five (5) RECONVENE IN OPEN SESSION The City Council reconvened into open session regular meeting at 7:10 PM and recessed back into closed session at 9:57 PM. The City Council reconvened into open session at 11:27 PM. REPORT ON CLOSED SESSION City Attorney Robert N. Tafoya announced no reportable action was taken. ADJOURNMENT There being no further business, motion was made by Mayor Estrada seconded by Mayor Pro Tem Damian, to adjourn the meeting at 11:30 PM. Emmanuel J. Estrada, Mayor ATTEST: Marlen Garcia, City Clerk Special Meeting of 01/16/22 Page 2 of 2 MINUTES BALDWIN PARK CITY COUNCIL VIRTUAL REGULAR MEETING January 19, 2022, 7:00 P.M. COUNCIL CHAMBER - 14403 E. Pacific Avenue, Baldwin Park, 91706 CALL TO ORDER The meeting was called to order 7:10 PM by Mayor Estrada. INVOCATION No invocation was provided. PLEDGE OF ALLEGIANCE The Pledge of Allegiance was led by Chief Executive Officer Enrique C. Zaldivar. ROLL CALL City Clerk Garcia performed roll call: MEMBERS PRESENT: Council Member Daniel Damian Council Member Monica Garcia Council Member Paul C. Hernandez Mayor Pro Tem Alejandra Avila Mayor Emmanuel J. Estrada REPORT ON CLOSED SESSION City Attorney Robert N. Tafoya announced no reportable action was taken. ANNOUNCEMENTS Mayor Estrada announced the following: The 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 of $30 for attending the Housing Authority meeting and $50 for attending the Finance Authority meeting. Council Member Garcia requested the meeting adjourn in memory of Betty Lowes, Lewis Duran, and the family who was impacted by the fire in Baldwin Park. Mayor Pro Tem Damian and Council Member Avila also expressed their condolences to the family affected by the fire, Cecilia, Allen, Tim, the Lowes family. PROCLAMATIONS, COMMENDATIONS & PRESENTATIONS • Hope Fest Baldwin Park Presentation Presented by Jaime Espinoza Jaime Espinoza requested the City's support to provide a location to host an event to assist the community. These events are free to the public and provides an opportunity for giveaways, concerts, kids zone, and booths with supportive services. Mayor Pro Tem Damian commented on previous events he attended hosted by Mr. Espinoza and the City Council requested Director of Recreation and Community Services coordinate with Jaime Espinoza on a future event. PUBLIC COMMUNICATIONS Mayor Estrada opened Public Communications at 7:28 PM. Thomas Cary commented on housing and expressed disagreement with continuing to house more homeless people. Katherine Loeser provided updates on library events. Council Member Hernandez requested the library partner with the City in an effort to encourage children to read. Ms. Loeser expressed there was a challenge for kids to read underway but would ask her supervisor and coordinate with the City. Javier Navarro commented on public safety as it relates to Public Works. John Rios commented on election campaigns and attempts to contact the Mayor for the betterment of the community. Mayor Estrada closed public communications at 7:49 PM. CONSENT CALENDAR All items listed under the consent calendar are considered to be routine business by the Council Members and were approved with one motion. Item No's. 4, 5, 6, and 8 were pulled from the consent calendar for separate consideration. MOTION: It was moved by Mayor Estrada, seconded by Council Member Avila to approve the remainder of the Consent Calendar. Motion carried by unanimous consent 5/0. 1. City of Baldwin Park's Warrants and Demands The City Council ratified the attached Warrants and Demands Register. 2. Treasurer's Report — November 2021 The City Council received and filed the Treasurer's Report for November 2021. Regular Meeting of 1/19/22 Page 2 of 6 3. Consideration of a Consultant Services Agreement with Terra Realty Advisors Inc., for Billboard Sign Consulting Services The City Council considered and approved the Consultant Services Agreement with Terra; and authorize the Mayor to execute the Consultant Services Agreement not -to - exceed $40,000. Pulled from Consent Calendar 4. Define Scope of Work for the Development of a new Family Service Center MOTION: It was moved by Mayor Estrada, seconded by Council Member Avila to define scope of work for the development of a new Family Service Center to begin the conceptual design process; and authorize the Director of Finance to appropriate funds from Fund #275 and make the necessary budget adjustments. Motion carried by unanimous consent 5/0. Pulled from Consent Calendar 5. Approval to Accept Grant Award from the San Gabriel Council of Governments (SGVCOG) for the Program 4: Pilot Programs/City Specific Program MOTION: It was moved by Mayor Estrada, seconded by Mayor Pro Tem Damian to approve to accept the SGVCOG Program 4: Pilot Programs/City-Specific Programs Grant in the amount of $50,000; and authorize the Director of Recreation & Community Services and/or Director of Community Development to execute a Memorandum of Agreement and all associated documents associated with the grant. Motion carried by unanimous consent. Pulled from Consent Calendar 6. Approve an Agreement with OpenGov, Inc. for the Open Gov Budgeting & Planning Suite + Open Gove Reporting & Transparency Suite MOTION: It was moved by Mayor Estrada, seconded by Council Member Hernandez to Authorize the Mayor to execute the three-year agreement with OpenGov, Inc. with an additional two one-year options; and authorize the Director of Finance to make all necessary appropriation and budget amendments. Motion carried by unanimous consent 5/05/0. 7. Adoption of a Resolution to Continue Conducting City Council/Commission/Board Meetings Remotely in Accordance with the Brown Act Executive Order and AB 361 The City Council adopted Resolution No. 2022-001 to continue conducting City Council/Commission/Board Meetings remotely in accordance with the Brown Act executive orders and AB 361 (covering meetings held from January 19, 2022 through February 18, 2022) and re-evaluate the state of emergency every 30 days to make findings under the bill's teleconferencing exemptions. Regular Meeting of 1/19/22 Page 3 of 6 Pulled from Consent Calendar 8. Award Professional Service Agreement to La Canada Design Group (LCDG) for Architectural and Engineering Design Services for City Hall's Third Floor and Council Chambers Improvements Project No. CIP 22-038 MOTION: It was moved by Mayor Estrada, seconded by Council Member Avila to Authorize the Director of Public Works to execute a professional services agreement with La Canada Design Group Inc. (LCDG) in the amount of $482,864 for architectural and engineering design services; and authorize the Mayor and City Clerk to execute the PSA with LCDG for design services of the 3rd Floor and Council Chambers Improvements Project CIP 22-038; and authorize the Director of Finance to appropriate $482,864 from the approved American Recovery Plan Act (ARPA) loss revenue category, Fund #275 and make the necessary budget adjustments. Motion carried by unanimous consent 5/0. 9. Approve Letter of Interest to join the San Gabriel Valley Council of Governments (SGVCOG) Regional Food Recovery Program and Authorization to prepare and submit a joint application for the CalRecycle SB 1383 Local Assistance Grant The City Council approved to join the SGVCOG's Regional Food Recovery Program Expansion and authorize the submittal of the Letter of Interest to prepare and submit a joint application for the CalRecycle SB 1383 Local Assistance non-competitive grant; and authorized the submittal of a Letter of Authorization (LOA) to provide the SGVCOG to apply for and to act on the City's behalf in the implementation and administration of the grant funding if awarded; and authorized the Director of Public Works to execute the necessary documents. CITY COUNCIL ACTING AS SUCCESSOR AGENCY OF THE DISSOLVED COMMUNITY DEVELOPMENT COMMISSION 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. MOTION: It was moved by Mayor Estrada, seconded by Mayor Pro Tem Damian to approve the Consent Calendar. Motion carried by unanimous consent 5/0. SA -1 Successor Agency to the Dissolved Community Development Commission of the City of Baldwin Park Treasurer's Report — November 2021 Staff recommends that the Board receive and file the Treasurer's Report for November 2021. SA -2 Successor Agency to the Dissolved Community Development Commission of the City of Baldwin Park Warrants and Demands Staff recommends that the Board ratify the attached Warrants and Demands Register. Regular Meeting of 1/19/22 Page 4 of 6 REPORTS OF OFFICERS 10. Designation or Primary and Alternate Representative for the San Gabriel Valley Mosquito and Vector Control District MOTION: It was moved by Council Member Avila, seconded by Council Member Hernandez to nominate Mayor Estrada as the representative for the San Gabriel Valley Mosquito and Vector Control District. Motion carried by unanimous consent 5/0. MOTION: It was moved by Mayor Estrada, seconded by Mayor Pro Tem Damian to nominate Council Member Hernandez as the alternate representative for the San Gabriel Valley Mosquito and Vector Control District. Motion carried by unanimous consent 5/0. 11. Consideration of Ordinance of the City of Baldwin Park to Establishing Campaign Contribution Limits and Penalties in Baldwin Park The City Council requested City Attorney Robert Tafoya bring back the ordinance at a future meeting with modifications requested by the governing body for first reading. CITY COUNCIL / CITY CLERK / CITY TREASURER / STAFF REQUESTS & COMMUNICATION • Mayor Estrada requests City Council discussion and direction on City facility air duct upgrades. • Mayor Estrada requests City Council discussion and direction on Safe Parking Sites. • Mayor Estrada requests City Council discussion and direction on citywide toilet replacement. • Mayor Estrada requests City Council discussion and direction on Police Department to start a Ring Distribution Program • Mayor Estrada requests City Council discussion and direction for the City to work with organizations to expand services to community churches. • Mayor Estrada requests report from Police Department on the status of internal affairs. Mayor Estrada provided direction to staff to move forward with the projects listed above. The City Council reconvened into closed session at 9:57 PM. The City Council reconvened into open session at 11:27 PM. City Attorney Robert N. Tafoya announced no reportable action was taken. Regular Meeting of 1/19/22 Page 5 of 6 ADJOURNMENT There being no other business to discuss, and all other matters having been addressed, a motion was made by Mayor Estrada, seconded by Mayor Pro Tem Damian, to adjourn the meeting at 11:30 PM. Mayor: ATTEST: Emmanuel J. Estrada, Mayor Marlen Garcia, City Clerk /_NU-NOITUI Regular Meeting of 1/19/22 Page 6 of 6 ITEM NO. 3 Honorable Mayor and Members of the City Council Enrique C. Zaldivar, Chief Executive Officer Laura J. Thomas, Human Resources/Risk Manager February 2, 2022 SUBJECT: Claim Rejection SUMMARY This report seeks City Council consideration and direction to reject the Claims for Damages to person or property received for filing against the City of Baldwin Park. RECOMMENDATION Staff recommends that the City Council reject the following claims and direct staff to send the appropriate notice of rejection to claimant(s): Ramon David Burgos The claimant alleges stolen property. Jesus Ruiz Sanchez The claimant alleges dangerous condition of public property. Chung Ping Wong The claimant alleges dangerous condition of public property. These government claims, and all government claims, should be considered as potential lawsuits in the future. Thus, it is requested that all City Staff, the Mayor and all Council Members refrain from making any statements, whether public or private in nature. It is important that no statements be made so as to not prejudice this claim in any way which can happen if public or private comments are made about this claim by City staff or Council Members. FISCAL IMPACT Fiscal impact is unknown at this time. BACKGROUND In order for the statute of limitations to begin on the claims received, it is necessary for the City Council to reject the claims by order of motion and that the claimants are sent written notification of said action. LEGAL REVIEW This report has been reviewed and approved by the City Attorney as to legal form and content. ALTERNATIVES There are no other alternatives for the Council to consider since rejection of the claims is necessary for the Statute of Limitations to begin on the claims received. ATTACHMENTS None ITEM NO. 4 TO: Honorable Mayor and Members of the City Council FROM: Enrique C. Zaldivar, Chief Executive Officer Benjamin Martinez, Director of Community Development DATE: February 2, 2022 SUBJECT: Amendment to the Consultant Services Agreement Between the City of Baldwin Park, and Lorraine Mendez and Associates, Inc. SUMMARY The purpose of this report is to request that the City Council consider approving an amendment to the Consultant Services Agreement between the City of Baldwin Park and Lorraine Mendez and Associates, Inc. to complete various planning and reporting requirements per the Department of Housing and Urban Development (HUD) regulations. RECOMMENDATION Staff recommends the City Council: 1. Approve an amendment to the Consultant Services Agreement approved as to form by the City Attorney between the City of Baldwin Park and Lorraine Mendez and Associates, Inc., to complete the following items: a. FY 2019/20 Annual Plan Cares Act Substantial Amendment b. HOME ARP Allocation Plan c. FY 2022-2023 Annual Action Plan d. Other HUD Programs Administration tasks including, but not limited to, assistance with HUD Monitoring response, 2021/22 CAPER, etc.; and 2. Direct the Chief Executive Officer and the City Attorney to prepare and execute the amendment with Lorraine Mendez and Associates, Inc.; and 3. Authorize the Director of Finance to appropriate the funds and budget amendment accordingly. FISCAL IMPACT The funds for this agreement not to exceed $50,000, are proposed to be funded as follows: 1. CDBG Coronavirus Admin Funds (CDBG-CV) up to $25,000 (account #220-40-470-51101-17050); and 2. CDBG Admin Funds (FY 2021-22) of $3,905 (account #220-40-51101-14700); and 3. HOME ARP Admin Funds up to $21,095 (account #221-40-470-51101-17057). BACKGROUND Pursuant to the U.S. Department of Housing and Urban Development (HUD), all state and local governments receiving Federal funds are required to prepare a five-year strategy designed to address the needs of extremely low, low and moderate -income households within the community as well as the completion of an Annual Action Plan to be submitted 45 days prior to the beginning of the fiscal year. If any substantial changes must be made during the Program Years a Substantial Amendment must be prepared and submitted to HUD. These plans serve as an application for grant funding for Community Development Block Grant (CDBG) and HOME Investment Partnership Act (HOME) funds received by the City. At the end of each fiscal fear the City is also required to submit a Consolidated Annual Performance Evaluation Report (CAPER) to report outputs and outcomes that provides an assessment of the City's performance. In addition, due to COVID-19, the City received CDBG Coronavirus (CDBG-CV) funds to address the health and economic challenges brought on by the coronavirus pandemic; and HOME American Rescue Plan (HOME -ARP) funds to assist with production or preservation of affordable housing, tenant based rental assistance, supportive services, homeless prevention services and housing counseling; and the purchase and development of non -congregate shelter units. In order to utilize these funds a comprehensive plan must be submitted to HUD. DISCUSSION In August 2021, city staff requested quotes from three consultants to provide professional services for the preparation of the CAPER report. The quotes were requested from MDG Associates, Inc., Jack Wang, and Lorraine Mendez and Associates, Inc. Based on the response, consultants that specialized in HUD programs are scarce and extremely busy due to COVID, Cares Act funds and HOME ARP. One of the three consultants was able to assist the City. On August 6, 2021, the City entered into an agreement with Lorraine Mendez and Associates, Inc., under the Director of Community Services' spending authority for the preparation of the City's 2020/21 CAPER with the option that if additional services are needed by the City, an amendment to the agreement will be required to add such services. It has been determined that the services needed will exceed the spending limit for consulting services under the Director of Community Development and Chief Executive Officer's authority. Therefore, staff recommends amending the current agreement with Lorraine Mendez and Associates, Inc., not to exceed $50,000. ENVIRONMENTAL IMPACT There is no environmental impact. LEGAL REVIEW The City Attorney has reviewed and approved to form of the report. ALTERNATIVE City Council may direct staff with a desired alternative. ATTACHMENTS 1. Lorraine Mendez and Associates, Inc. Proposal 2. Lorraine Mendez and Associates, Inc. Agreement Lorraine Mendez CITY OF BALDWIN PARK SUBSTANTIAL AMENDMENT; THE HOME -ARP ALLOCATION PLAN; THE 2022/23 ANNUAL ACTION PLAN; Prepared for: City of Baldwin Park Community Development Department January 19, 2022 Prepared by: Lorraine Mendez & Associates, Inc. 2205 Spyglass Trail W. Oxnard, CA 93036 City of Baldwin Park Community Development Department ATTN: Ben Martinez, Community Development Director 14403 E. Pacific Avenue Baldwin Park, CA 91706 DELIVERED VIA EMAIL: BMartinez&baldwinpark.corn verell _ baldwinpark.corn as inaton(a� l in ar .c SUBJECT: PROPOSAL FOR PREPARATION OF THE CITY OF BALDWIN PARK'S 2019/20 AAP (CARES ACT) SUBSTANTIAL AMENDMENT; HOME -ARP ALLOCATION PLAN; THE 2022123 ANNUAL ACTION PLAN; AND OTHER HUD PROGRAM ADMINISTRATION AS NEEDED Dear Mr. Martinez, Thank you for the opportunity to provide services related to the preparation of above-mentioned subject documents. I am pleased to offer my services based upon extensive experience in providing professional grants administration services, including those related to the Community Development Block Grant and Home Investment Partnerships Act. I provide professional and technical services to various cities in Orange and Los Angeles Counties. I assist them with the development and implementation of program activities to ensure they are within HUD compliance. My consultant services also include the preparation and analysis of reports such as the Annual Action Plan, Consolidated Plan, and Comprehensive Annual Performance and Evaluation Report (CAPER). I ensure that all projects and activities are reported timely and accurately in the Integrated Disbursement and Information System (IDIS). As principal of Lorraine Mendez & Associates (LM&A), I will maintain responsibility for project management, serve as the primary staff member responsible for preparation of all documents, and coordination with City staff. LM&A is committed to completing all assignments with detail and accuracy and ensuring all projects are on schedule. All correspondence regarding this proposal can be addressed to: Lorraine Mendez, Principal Lorraine Mendez & Associates 2205 Spyglass Trail W. Oxnard, CA 93036 (805) 665-7310 lorraine-mendez@hotmail.com 2205 Spyglass Trail W,, Cunard CA 93036 + T: (805) 665-2310 4 E: Lorraine-Mendez@hotmail.corn LorraiTie Me-ndez The price indicated in Section 6 — Cost Proposal is valid for 90 days from the date of this letter. Thank you for your consideration. I look forward to the opportunity to work for the City of Baldwin Park. Sincerely, V1, rr LORRAINE MENDEZ & ASSOCIATES 4 2205 Spyglass Trail W., Oxnard CA 93036 + T: (805) 665-7310 * ® E Lorraine-Mendez@hotmail.com 0 Lorraine Mendez a, Lorraine Mendez & Associates, LLC (LIVIA) has been in operation for over a decade, however Ms. Mendez has over 20 years of experience working in or alongside municipalities in the administration of HUD pnognorna. K8n. Mendez has been under contract with other jurisdictions over the |ua1 15 years assisting with similar services as is being proposed in Baldwin Park K8a. Mendez is currently contracted with the cities of Westminster, Huntington Beach, /\noheirn. and Hendgraon. NV and has contracted with the cities of Huntington Park. Garden Gnove, Baldwin Park, 0Monte, and Burbank inthe past, aawell. It is understood that the City of Baldwin Park is seeking a qualified firm/person(s) to assist staff, on an as -needed basis, with the preparation of the following documents: 1. Substantial Amendment to2U1S/2OAnnual Action Plan (CARES Act Amendment) 2. 2O21/22HOME-ARP Allocation Plan 3. FY2O22/23Annual Action Plan 4. Other HUD Program Administration tasks including, but not limited to, assistance with HUD Monitoring response, 2021/22 CAPER, etc. It is also understood that Baldwin Park currently has staff assigned full-time to the management and administration of these programs; nunethe|eaa. they desire to contract with a competent consultant or firm to prepare the documents for them. LIVIA has experience in the development of the Annual Action P|8O' 5 -Year Consolidated P|8O. CAPER, and AAP Amendments, |0|@' file nnGnG08rn8nt. ||U[} prOgn8no p0|iSi8S and pnOC8dun8S. SubnBCipi9nt monitoring, and other tasks [8|@[Hd to the management and i0p|8ODHOt8UOD of HUD grants, which are available tO be provided On8nas-needed basis. Lorraine Mendez a, Lorraine Mendez of Lorraine Mendez & Associates brings over 20 years of professional experience working with local governments — first as an employee in a Community Development Department where she gained knowledge and experience in the fields of Redevelopment, housing, community development, fiscal management, goal setting, and performance tracking, and as of 2006, as a consultant dealing exclusively with CDBG and HOME entitlement programs. Lorraine Mendez has been under contract with local jurisdictions over the last 15 years, including the cities of Westminster, Huntington Beach, Anaheim, Garden Grove, Huntington Park, Burbank, Baldwin Park, EI Monte, and Henderson, Nevada providing administrative services associated with the HUD Program, more fully described in Section 3 — Qualifications and Resumes. Ms. Mendez has a B.A. in Economics with a minor in Business Administration from California State University, Northridge. In Westminster specifically, Ms. Mendez manages the entire CDBG program, and only relies on staff to receive direction, gather needed data, and attend Council meetings. For Westminster's HOME program, Ms. Mendez prepares environmental review records, subsidy layering review analyses, and affordable housing agreements as needed. Also, a major focus in Westminster has been to improve the overall administration and implementation of the City's HUD programs as required by HOME and CDBG regulations. Ms. Mendez has been successful at addressing program deficiencies and has established improved administrative protocols for activities under the CDBG and HOME programs. For the Cities of Huntington Beach, Anaheim, and Henderson, Ms. Mendez provides a variety of services on an as -needed basis. Main services provided include the setting up, funding, and maintenance of HUD activities in IDIS; the development and maintenance of Annual Action Plans, Consolidated Annual Performance and Evaluation Reports (CAPER's), and AAP Amendments (both minor and substantial); analyses of HUD funding availability and timeliness commitment and expenditure of funds; Environmental Review Records; assistance with draws; research and analysis of proposed projects; activity eligibility reviews; development of standardized quarterly reporting for CDBG subgrantees; area benefit analyses; and other tasks as requested. Lorraine Mendez a, Lorraine Mendez & Associates is qualified to assist with the development of the City's AAP Substantial Amendments, the HOME -ARP Allocation Plan, the FY 2022/23 Annual Action Plan, and other CDBG and HOME related tasks, as needed. As project principal, Lorraine Mendez will maintain responsibility for ensuring the overall quality of work of her firm and any subcontracted staff (if needed) for this project, and the timeliness of project deliverables. Over the past 15 years working exclusively as a consultant for cities such as Westminster, Huntington Beach, Anaheim, Garden Grove, EI Monte, Huntington Park, Burbank, and Henderson, Nv., Ms. Mendez has provided an array of HUD -related services and work products as outlined below and in the resume that follows: 1. CDBG/HOME Programs Administration a. Develop and Maintain Project Filing System and Checklist, including all necessary eligibility documentation to ensure compliance with HUD and federal cross -cutting requirements. b. Conduct environmental reviews and prepare environmental review records for all activities in accordance with NEPA and the implementing regulations at 24 CFR Part 58. c. Manage the federal Integrated Disbursement and Information System (IDIS) required to set-up, revise, fund, and report upon accomplishments and beneficiaries for all CDBG and HOME activities. d. Generate, format, download, and analyze IDIS Reports. e. Prepare agreements for subrecipients (both outside and intradepartmental). f. Assist in department budget preparation and work program. g. Jointly with the Finance Department, assume financial management responsibilities, including preparing draw requests, receipting and drawdown of program income, approving subrecipient payment requests, and monitoring CDBG/HOME expenditures. h. Provide contract administration of CDBG and HOME programs and projects. i. Develop quarterly subrecipient performance reports for quarterly submission. j. Ensure subrecipients submit quarterly reports and conduct desktop monitoring on a quarterly basis. Q HOME Acquisition/Rehabilitation Program a. Develop subsidy layering guidelines for rental and owner housing. b. Conduct financial analysis/layering review for Federally assisted residential acquisition and rehabilitation projects. c. Assist City staff in drafting deal points and affordable housing agreements for federally assisted residential new construction, and acquisition/rehabilitati�- �-- --`- ---"-- review of affordable housing agreements, exhibits, and document with established HUD HOME regulations. Lorraine Mendez a, d. Prepare environmental review records for proposed HOME affordable housing projects. 3. Respond to HUD and Single Audit Letters and/or Memorandums as Needed a. Address and rectify all concerns and findings emanating from possible Agency or Federal Single Audit Reports. 4. CDBG and HOME Monitoring a. Conduct desk and on-site CDBG subrecipient monitoring visits as required by regulation (monitoring typically occurs after the end of the program year). ✓ Prepare appointment letters. ✓ Conduct on-site visit with public service subrecipients, gather needed financial, beneficiary, and other necessary documentation to prepare monitoring report. ✓ Prepare monitoring report outlining subrecipient strengths and weaknesses, concerns, findings, and corrective actions to be taken. ✓ Follow-up with subrecipients on implementation of recommended corrective actions and prepare monitoring close-out letters as needed. ✓ Provide technical assistance to staff and CDBG public service providers as needed. b. Conduct desk and on-site HOME monitoring of affordable housing projects. ✓ Prepare appointment letters to property owners or management. ✓ Schedule on-site inspections to determine compliance with housing, local and state codes. [Note: City may opt to use Building or Code Enforcement staff to conduct on-site inspections, or Lorraine Mendez & Associates, upon City's request, may perform inspections.] ✓ Conduct on-site monitoring to include review of project documents and tenant files to ascertain project compliance with HOME requirements, e.g. rents, tenant income eligibility, occupancy eligibility, property standards, affirmative marketing and fair housing, and lease terms. ✓ Prepare monitoring reports and follow-up correspondence until monitoring close out. Report will outline strengths and weaknesses, concerns, findings, and corrective actions to be taken. 5. Develop and Maintain HUD Grants Management Policies and Procedures Manual (Program Guidelines) 6. Prepare Annual Action Plans and Amendments to 5 -Year Consolidated Plan a. Prepare draft and final Action Plan, amendments to the Action Plan and, if applicable, required amendments to 5 -Year Consolidated Plan as needed, oversee public review, and submit to HUD via IDIS pursuant to HUD regulations. 7. Prepare Consolidated Annual Performance and Evaluation Reports i Lorraine Mendez a, a. Preparation of draft and final CAPER document, oversight of public review, and submittal to HUD via IDIS pursuant to HUD regulations. Lorraine Mendez a, Lorraine M. Mendez 2205 Spyglass Trail W. Oxnard, CA 93036 (805) 665-7310 Lorrane-Mendez@hotmail.com SUMMARY OF QUALIFICATIONS • Twenty years local government experience. • B.A. degree in Economics with minor in Business Administration. Principal, Lorraine Mendez & Associates March 2010 — Present: City of Westminster May 2013 — Present: City of Huntington Beach December 2019 — Present: City of Anaheim December 2020 — Present: City of Henderson, Nevada March — September 2020: City of Baldwin Park January 2019 — December 2019: City of EI Monte July 2013 — December 2018: City of Garden Grove July 2006 — November 2017: City of Huntington Park • Assist in on-going administration of HUD's Community Development Block Grant (CDBG) and HOME Investment Partnerships Act (HOME) programs, including: Preparation of Annual Action Plan, Five Year Consolidated Plan, and Consolidated Annual Performance Evaluation Report (CAPER). —> Preparation of department protocols and procedures. M C7 M Management of the federal Integrated Disbursement and Information System (IDIS) required to set-up, revise, fund, and report on accomplishments and program beneficiaries for all CDBG and HOME activities. On-site monitoring for, and technical assistance to, each CDBG public service subrecipient to ensure compliance with federal requirements and adherence to the entity's subrecipient agreement with the City. Assumption of financial management responsibilities, such as preparing draw requests, approving payment requests, and monitoring CDBG/HOME expenditures. Preparation of CDBG and HOME fiscal budget. Monitoring of City's HOME -assisted affordable housing agreements including on-site monitoring of housing projects to ensure compliance with HOME regi Lorraine Mendez a, Assistance with special assignments as needed including the development a code enforcement strategy for use of CDBG funding, in-depth auditing of the City's minor home repair program, and review of staff reports, requests for proposals, and other department reports and correspondence. Principal, Lorraine Mendez & Associates July 2012 — 2016: City of Burbank • Prepared CDBG Procedures Manual as required by HUD. Sub -Consultant on Various Assignments January 2007 — May 2009: Cities of Bakersfield, Burbank, Indio, Garden Grove, Santa Clarita • July 2014 — 2016: Assisted GRC Associates with the development of the City of Bakersfield's Consolidated Plan, Annual Action Plan, Citizen Participation Plan, and Analysis of Impediments to Fair Housing Choice reports. • September 2012 — March 2014: Assisted Karen Warner Associates with the development of Burbank's Consolidated Plan using the new eCon Planning Suite, and the Analysis of Impediments to Fair Housing Choice reports. • January 2009 — May 2009: Assisted Castaneda & Assoc with development of Indio's 2009- 2013 Consolidated Plan and 2009-2010 Annual Action Plan using both a written plan submission and HUD's Consolidated Plan Management Process (CPMP). • August 2008 — February 2009: Assisted Solomon & Associates with the monitoring of affordable housing agreements of the Garden Grove Redevelopment Agency to ensure compliance with Federal HOME regulations. • January 2007— June 2007: Drafted City of Santa Clarita's 2007 Annual Action Plan. Administrative Analyst 11 October 2000 — June 2005: Community Development Department, City of Burbank • Division manager for Community Development Department Administration Division • Coordinated budget for Department including General Fund, Special Revenue, Housing Authority, Redevelopment, CDBG, HOME, and CIP funds. • Chaired the Budget Action Team (BAT), an intra -divisional committee responsible for recommending cost -reduction plans to include streamlining business processes, increasing revenues, and finding technological solutions to common business practices. • Prepared Housing and Redevelopment Division budget for 3 fiscal years. • Assisted in preparation of Annual HCD Report, Implementation Plan, State Controllers Report and other State and Federal mandated reports including gathering census data on population, ethnicity, households, housing occupancies, and income demographics. Lorraine Mendez a, Lorraine Mendez & Associates is proposing to provide one staff person for the development of the aforementioned Substantial Amendments, HOME -ARP Allocation Plan, FY 2022/23 Annual Action Plan, and other tasks as required. Should additional support be needed, LM&A is able to provide supplementary staffing to assist with the contract services. Ms. Mendez will assume responsibility for requested assignments pursuant to the scope of work with reliance on city staff to perform administrative support functions, such as public and community meetings and presentations related to the adoption of the Plans. Ms. Mendez will provide all written Plans, staff reports, and public notices. Lorraine Mendez a, IMME Is lgg'i ii, i 1� 1111 ill � ...... .... Jill ii I M mOL lllll��1111111111 INRIIMMIIII i I TIOPTIMMITTIR Lorraine Mendez a, i �r • � i'`i Lorraine Mendez & Associates, LLC proposes to provide requested services set forth in this proposal up to the contract price not to exceed $50,000, plus reimbursable expenses. Pursuant to the City's request, additional services are available and can be provided at an hourly rate, by an amendment to the original contract to add such services, or under a separate contact for such services. The Consultant will not bill for overhead. The following expenses directly attributable to work performed under this agreement shall be reimbursed at cost: • Contract management necessary to manage, assign, review, invoice, etc. work performed by subcontractors at City's request. Typical time allotted to such tasks is approximately 4 hours per month. • Printing and reproduction costs associated with document reproduction. • Mileage expenses at IRS rate, currently $.56 per mile; rate to be updated as necessary. • Other expenses related to document preparation. Any subcontractors brought on to serve under contract with Lorraine Mendez & Associates will serve as independent contractors, not Lorraine Mendez & Associates' employees. Subcontractors and Lorraine Mendez agree to the following rights consistent with an independent contractor relationship: • Subcontractors have the right to perform services for others during the term of the Agreement. • Subcontractors have the right to control and direct the means, manner and method by which the services required by the Agreement will be performed. • Lorraine Mendez & Associates shall not require Subcontractor to devote full time to performing the services required by the Agreement. • Subcontractor is not eligible to participate in any employee pension, h sick pay or other fringe benefit plan of Lorraine Mendez & Associates Lorraine Mendez a, • Subcontractors shall pay all income taxes and FICA (Social Security and Medicare taxes) incurred while performing under the Agreement. • Subcontractors will maintain independent insurance as required by the City. Authorized Signature: Type Name: Lorraine M. Mendez Title: Phn Date: Lorraine Mendez Associates Consultant Services Agreement Page 1 of 7 CONSULTANT SERVICES AGREEMENT THIS AGREEMENT is made and entered into this 6th day of August, 2021 by and between the City of Baldwin Park ("City"), and Lorraine Mendez and Associates, Inc. ("Consultant"). In consideration of the following mutual covenants, provisions and agreements, and other valuable consideration, the receipt and sufficiency of which is hereby acknowledged, City and Consultant agree as follows; 1. SCOPE OF SERVICES. Consultant agrees to perform during the term of this Agreement, the tasks, obligations, and services set forth in the "Scope of Services" attached to and Incorporated Into this Agreement as Exhibit 'W" Duration of Scope of Services may be extended on a month-to-month basis, but shall not exceed the total compensation. 2. COMPENSATION. City shall pay for the services performed by Consultant pursuant to the terms of this Agreement at the time and manner set forth in the "Schedule of Compensation" attached to and incorporated into this Agreement as Exhibit "B." 3. TIME FOR PERFORMANCE. Consultant shall perform the services above described in a timely manner In accordance with the professional standard practices meeting all required timelines set by Housing and Urban Development and the City of Baldwin park through completion of said projects. 4. AUDIT OR EXAMINATION. Consultant shall keep all records of funds received from City and make them accessible for audit or examination for a period of three years after final payments are issued and other pending matters. 5. STATUS OF CONSULTANT. Consultant shall provide all necessary personnel, equipment and material, at its sole expense, in order to perform the services required of it pursuant to this Agreement. For the purpose of this Agreement, Consultant shall be deemed, for all purposes, an independent contractor and shall have control of all work and the manner In which It is performed. Consultant shall be free to contract for similar services to be performed for other entities while under contract with City. Consultant is not an agent or employee of City, and is not entitled to participate in any pension plan, Insurance, bonus or similar benefits City provides for its employees. Consultant shall be responsible to pay and hold City harmless from any and all payroll and other taxes and interest thereon and penalties, therefore, which may become due as a result of services performed hereunder. 6. ASSIGNMENT. This Agreement Is for the specific services with Consultant as set forth herein. Any attempt by Consultant to assign the benefits or burdens of this Agreement without written approval of City is prohibited and shall be null and void; except that Consultant may assign payments due under this Agreement to a financial Institution. 7. RIGHT TO UTILIZE OTHERS. City reserves the right to utilize others to perform work similar to the Services provided herein. 8. COMPLIANCE WITH LAW. Contract services shall be provided in accordance with the applicable laws and regulations of all governmental agencies that are In force at the time services are performed. Consultant shall be responsible for becoming aware of and staying Lorraine Mendez Associates Consultant Services Agreement Page 2 of 7 abreast of all such laws and ensuring that all services provided hereunder conform to such laws. The terms of this Agreement shall be interpreted according to the laws of the State of California. 0. LIABILITY. Consultant shall Indemnify, and hold harmless City, its officials, officers, and employees against any and all actions, claims, damages, liabilities, losses or expenses of whatsoever kind, name or nature, including legal costs and reasonable attorneys' fees, whether or not suit Is actually filed, and any judgment rendered against City andfor Its officials, officers, or employees that may be asserted or claimed by any person, firm, or entity arising out of Consultants' negligent performance, or the negligent performance of its agents, employees, subcontractors, or invitees, as well as, negligent acts or omissions of Consultant, it's agents, employees, subcontractors or invitees, however, this indemnity clause shall not apply if there is concurrent passive or active negligence on the part of City, or its officials, officers, agents or employees. 10. INSURANCE. Consultant shall maintain insurance coverage in accordance with the following during the course of Its performance hereunder: (A) Comprehensive General Liability Insurance (including premises and operations, contractual liability, personal injury and independent Consultants' liability) with the following minimum limits of liability: (1) Personal or Bodily Injury -- $1,000,000, single limit, per occurrence; and (2) Property Damage -- $1,000,000, single limit, per occurrence; or (3) Combined single limits -- $2,000,000. (B) Comprehensive Automobile Liability Insurance including as applicable own, hired and non -owned automobiles with the following minimum limits of liability: (1) Personal or Bodily Injury -- $1,000,000, single limit, per occurrence; and (2) Property Damage -- $1,000,000, single limit, per occurrence; or (3) Combined single limits -- $2,000,000, (C) Professional Liability Insurance with annual aggregates of $1,004,000 or such other amount as may be approved in writing by the City. (D) Worker's Compensation Insurance that complies with the minimum statutory requirements of the State of California. (E) Prior to commencement of services hereunder, Consultant shall provide City with a certificate of insurance reflecting the above, and an endorsement for each policy of insurance which shall provide: (1) The City, and its officials, officers, agents and employees are named as additional insured (with the exception of Professional Liability and Worker's Compensation); (2) The coverage provided shall be primary (with the exception of Professional Liability and Worker's Compensation) as respects to City, its officials, officers, agents or employees; moreover, any insurance or self-insurance maintained by City or its officials, officers, agents or Lorraine Mendez Associates Consultant Services Agreement Page 3 of 7 employees shall be in excess of Consultants' insurance and not contributed with it. (3) The insurer shall provide at least thirty (30) days prior written notice to City of cancellation or of any material change in coverage before such change or cancellation becomes effective. (F) With respect to Workers' Compensation Insurance, the insurer shall agree to waive all rights of subrogation against City and City personnel for losses arising from work performed by Consultant for City, and the insurer's agreement in this regard shall be reflected In the Workers' Compensation Insurance endorsement. 11. OWNERSHIP OF DOCUMENTS. All of the documents required to be prepared pursuant hereto shall, upon the completion thereof, be deemed for all purposes to be the property of City. City's ownership of documents Includes any and all analysis, computations, plans, correspondence and/or other pertinent data, Information, documents, and computer media, including disks and other materials gathered or prepared by Consultant in performance of this Agreement. Such work product shall be transmitted to City within ten (10) days after a written request therefore. Consultant may retain copies of such products. Any re -use by City shall be at the sole risk of City and without liability to Consultant. 12. RECORDS AND INSPECTIONS. Consultant shall maintain full and accurate records with respect to all services and matters covered under this Agreement. City shall have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcripts therefrom, and to inspect all program data, documents, proceedings and activities. Consultant shall maintain an up-to-date list of key personnel and telephone numbers for emergency contact after normal business hours. 13. TAXPAYER IDENTIFICATION NUM BER< Consultant shall provide City with a complete Request for Taxpayer Identification Number and Certification, Form W9, as issued by the Internal Revenue Service. 14. CONFLICT,OF INTEREST. Consultant agrees that any conflict or potential conflict of interest shall be fully disclosed prior to execution of contract and Consultant shall comply with all applicable federal, state and county laws and regulations governing conflict of Interest. 15. POLITICAL. ACTIVITY/LOBBYING CERTIFICATION. Consultant may not conduct any activity, Including any payment to any person, officer, or employee of any governmental agency or body or member of Congress in connection with the awarding of any federal contract, grant, loan, intended to influence legislation, administrative rulemaking or the election of candidates for public office during time compensated under the representation that such activity is being performed as a part of this Agreement. 16. RIGHT TO TERMINATE. City may terminate this Agreement at any time, with or without cause, in its sole discretion, with thirty (30) days written notice. 17. EF'F'ECT OF TERMINATION. Upon termination as stated in Paragraph "16" of this Agreement, City shall be liable to Consultant only for work performed by Consultant up to and including the date of termination of this Agreement, unless the termination is for cause, in which Lorraine Mendez Associates Consultant Services Agreement Page 4 of 7 event Consultant need be compensated only to the extent required by law. Consultant shall be entitled to payment for work satisfactorily completed to date, based on proration of the compensation set forth in Exhibit "B" attached hereto. Such payment will be subject to City's receipt of a close-out billing. 18. LITIGATION FEES, Should litigation arise out of this Agreement for the performance thereof, the court shall award costs and expenses, including reasonable attorney's fees, to the prevailing party. In awarding attorney's fees, the court shall not be bound by any court fee schedule but shall award the full amount of costs, expenses and attorney's fees paid and/or incurred In good faith. "Prevailing Party" shall mean the party that obtains a favorable and final judgment. Should litigation occur, venue shall be in the Superior Court of Los Angeles County. This paragraph shall not apply and litigation fees shall not be awarded based on an order or otherwise final judgment that results from the parties' mutual settlement, arbitration, or mediation of the dispute. 19. COVENANTS AND CONDITIONS. Each term and each provision of this Agreement to be performed by Consultant shall be construed to be both a covenant and a condition. 20. INTEGRATED AGREEMENT. This Agreement represents the entire Agreement between the City and Consultant. No verbal agreement or Implied covenant shall be held to vary the provisions of this agreement. This Agreement shall bind and inure to the benefit of the parties to this Agreement, and any subsequent successors and assigns. 21. MODIFICATION OF AGREEMENT. This Agreement may not be modified, nor may any of the terms, provisions or conditions be modified or waived or otherwise affected, except by a written amendment signed by ail parties. 22. DESIGNATED REPRESENTATIVES. The Consultant Representative (A) designated below shall be responsible for job performance, negotiations, contractual matters, and coordination with the City. The City Representative (B) designated below shall act on the City's behalf as Project Manager. (A) CONSULTANT Lorraine Mendez 2205 Spyglass Trail W. Oxnard, CA 93030 (805) 665-7310 (B) City of Baldwin Park Attn: Benjamin Martinez 14403 East Paclfic Avenue Baldwin Park, CA 91706 (626) 960-4011 X477 23 NOTICES. Notices pursuant to this Agreement shall be in writing and may be given by personal delivery or by mall. Notices shall be directed to City's Designated Representative identified in Paragraph "22" of this Agreement. Lorraine Mendez Associates Consultant Services Agreement Page °f written, IN WITNESS WHEREOF, the parties have executed this Agreement on the day first above CITY OF BALDWIN PARK M Benjamin Martinez, Director of Community Development Dated: 1 CONSULTANT: Lorraine Mendez and Associates i e Mendez, - Dated:o �i EXHIBIT A SCOPE OF SERVICES Prepare Consolidated Annual Performance and Evaluation Reports (CAPER) Preparation of draft and final CAPER document, oversight of public review, and submittal to HUD via IDIS pursuant to HUD regulations, EXHIBIT B SCHEDULE OF COMPENSATION Lorraine Mei*idez SECTION G --' COST PROPOSAL Lorraine Mendez & Associates, LLC proposes to provide requested services set forth in tills proposal up to the contract price of $9,000 for the development of the FY 2020/21 Consolidated Annual Performance and Evaluation Report (CAPER), plus reimbursable expenses. Pursuant to the City's request, additional services are available and can be provided at an hourly rate, by an amendment to the original contract to add such services, or under a separate contact for such services. i Lorraine Mendez $1207/hour Lorraine Mendez $9,000 fixed fee for i CAPER The Consultant will not bill for overhead. The following expenses directly attributable to work performed under this agreement shall be reimbursed at cost: Contract management necessary to manage, assign, review, invoice, etc. work performed by subcontractors at City's request. Typical time allotted to such tasks Is approximately 4 hours per month. Printing and reproduction costs associated with document reproduction. Mileage expenses at IRS rate, Currently $.56 per mile; rate to be updated as necessary. Other expenses related to document preparation. Any subcontractors brought on to serve under contract with Lorraine Mendez & Associates will serve as independent contractors, not Lorraine Mendez & Associates' employees. Subcontractors and Lorraine Mendez agree to the following rights consistent with an independent contractor relationship: • Subcontractors have the right to perform services for others during the terra of the Agreement. • Subcontractors have the right to control and direct the means, manner and method by which the services required by the Agreement will be performed. • Lorraine Mendez & Associates shall not require Subcontractor to devote full time to performing the services required by the Agreement. • Subcontractor Is not eligible to participate In any employee pension, health, vacation pay, sick pay or other fringe benefit plan of Lorraine Mendez & Associates. • Subcontractors shall pay all income taxes and FICA (Social Security and Medicare taxer) Incurred while performing under the Agreement. • Subcontractors will maintain Independent insurance as required by the City. ITEM NO. 5 7TO: Honorable Mayor and Members of the City Council FROM: Sam Gutierrez, Director of Public Works DATE: February 2, 2022 SUBJECT: Introduction of Ordinance No. 1467 "An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 73 of the Baldwin Park Municipal Code Relating to Speed Limits on Certain Streets" SUMMARY The purpose of this report is to request that the City Council consider an ordinance which would adopt speed limits on city streets that are recommended in the 2021 Engineering and Speed Survey Study by amending Chapter 73 of the Baldwin Park Municipal Code. RECOMMENDATION Staff recommends that City Council introduce for first reading, by title only, Ordinance No. 1467 entitled, "An Ordinance of the City Council of the City of Baldwin Park, California, amending Chapter 73 of the Baldwin Park Municipal Code relating to speed limits on certain streets" and direct staff to bring back for second reading and adoption at the next regularly scheduled City Council Meeting. FISCAL IMPACT There is no fiscal impact with the adoption of Ordinance No. 1467. BACKGROUND Posted speed limits on city streets are regulated by the California Vehicle Code and other State requirements. California Vehicle Code Sections 22357 and 22358 provide those local entities may declare apparent speed limits of more than 25 miles per hour on City streets. To be responsive and have speed limits that are appropriate and legally defensible, the State requires a study, also referred to as a "speed survey", be conducted every five years consistent with Vehicle Code Section 627. The prior study was completed and adopted in 2016 and therefore a new study must now be considered. In May 2021, a Citywide Engineering and Traffic Survey was completed by Infrastructure Engineers which included collection of data and analysis of 58 roadway segments. This latest study was initiated in anticipation of the expiration of the previous study. The new study's results are herein summarized. The latest study considers actual vehicle counts and speeds for each roadway segment and recommends changes to speed limits. If the study is approved, the City may post and enforce the speed limits. DISCUSSION The study's data collection, analysis and recommendations are based on standardized traffic engineering practice and must follow the guidelines set by Manual of Uniform Traffic Control Devices (MUTCD). In general, the speed survey measures and documents the traffic speed at each segment. A speed limit change is considered if the 85th percentile of the measured speeds is different from the posted or prior approved speed limit. Minor differences may be explained and can be disregarded, but usually a difference of 5 miles per hour or greater is carefully evaluated against historical limits at that location, and against current land use, adjacent segment speed limits, street geometry, and accident history. Considerations to establish speed limits include: • Continuity of street segments • School safety • Pedestrian Crossings • Street Geometry • Street Classification • Number of collisions Also considered was the City's traffic safety master plan which helped identify changes in roadway characteristics and surrounding land uses. If an unsafe condition was identified, changes in traffic controls would be considered. The speed survey recommendations are summarized on Attachment "2" and essentially validate the changes for the increase or decrease of posted speed limits citywide. The speed survey revealed that out of 58 roadways studied, 49 have adequate speed limits, therefore, no changes in speed limit were recommended. Nine (9) locations were recommended for speed limit modifications as follows: Location Limit Chane Seed Limit MPH Center Street Olive Street to Los Angeles Street Increase From 30 to 35 Center Street Los Angeles Street to Ramona Boulevard Increase From 30 to 35 Francis uito Avenue Ramona Boulevard to Frazier Street Increase From 35 to 40 Merced Ave Olive Street to Los Angeles Street Increase From 35 to 40 Olive Street West City Limits to Baldwin Park Boulevard Increase From 30 to 35 Olive Street Baldwin Park Boulevard to East City Limits Increase From 30 to 35 Vineland Avenue South City Limits to Merced Avenue Increase From 30 to 35 Pacific Avenue Ramona Boulevard to Big Dalton Avenue Decrease From 40 to 35 Pacific Avenue Big Dalton Avenue to South City Limit Decrease From 40 to 35 The adoption of the study's recommendations would allow for proper police enforcement activities to be upheld in court. Without a current speed survey speeding tickets could be overturned in court. LEGAL REVIEW This report has been reviewed and approved by the City Attorney as to legal form and content. ALTERNATIVE The City Council could choose not to adopt this ordinance which would result in speed limits not being changed to reflect the recommendations of the Engineering and Traffic Survey and Study. Not changing the speed limits to reflect the recommendations of the Engineering and Traffic Survey and Study would preclude the use of radar by Police in enforcing those speed limits. ATTACHMENTS 1. Ordinance No. 1467 2. Speed Survey Summary Table 3. Existing / Proposed Conditions Map 4. Speed Survey Report ORDINANCE NO. 1467 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK AMENDING CHAPTER 73 OF THE BALDWIN PARK MUNICIPAL CODE RELATING TO SPEED LIMITS ON CERTAIN STREETS WHEREAS, the City Council of the City of Baldwin Park desires to maintain the highest level of traffic safety on city streets; and WHEREAS, California Vehicle Code Sections 22357 and 22358 provide that local entities may declare prima facie speed limits of more than 25 miles per hour on City streets on the basis of an engineering and traffic survey; and WHEREAS, the City Council has previously authorized the establishment of Chapter 73 of the Baldwin Park Municipal Code to establish and therefore enable the legal enforcement of speed limits on city streets; and WHEREAS, the City Council, from time to time as set forth by the rules and regulations of the State, re-established or revises the speed limits as may be necessary for the safe movement of vehicles and pedestrians based upon an Engineering and Traffic Survey. NOW, THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BALDWIN PARK, CALIFORNIA, AS FOLLOWS: SECTION 1. The City Council of the City of Baldwin Park finds and declares that an Engineering and Traffic Survey and Study has been completed in full compliance with the requirements of the California Vehicle Code. SECTION 2. The Baldwin Park Municipal Code, Chapter 73, is hereby amended by replacing Schedule 11- Speed Limits - in its entirety, with the Schedule shown in Exhibit "A" based upon the findings and recommendations of the Engineering and Traffic Survey conducted by the City. SECTION 3. The City Clerk shall certify to the passage of this Ordinance and shall have it published in accordance with the provisions of state law. SECTION 4. This ordinance shall take effect and be in full force thirty (30) days from and after its final adoption. meetingFirst read at a regular meeting of the City Council of the City of Baldwin Park held on the 2nd day of February, 2022, and adopted and ordered published at a regular of • Councilday of APPROVED, PASSED, AND ADOPTED this day of , 2022. EMMANUEL J. ESTRADA MAYOR ATTEST: STATE OF CALIFORNIA COUNTY OF LOS ANGELES ss. CITY OF BALDWIN PARK I, Marlen Garcia, Deputy City Clerk, of the City of Baldwin Park, do hereby certify that the foregoing Ordinance No. 1467 was introduced at a regular meeting of the City Council held February 2, 2022 and was adopted by the City Council at its regular meeting held on 2022 by the following vote of the Council: AYES: COUNCILMEMBERS: NOES: COUNCILMEMBERS: ABSENT: COUNCILMEMBERS: ABSTAIN: COUNCILMEMBERS: MARLEN GARCIA CITY CLERK Exhibit "A" SCHEDULE II No. Limits From To Speed Badillo St. 1 Ramona Blvd. East City Limit 40 Baldwin Park Blvd. 2 Live Oak Ave. Olive St. 40 3 Olive St. Los Angeles St. 40 4 Los Angeles St. Ramona Blvd. 40 5 Ramona Blv. Merced Ave. 40 6 Merced Ave. Francis uito Ave. 40 7 Francis uito Ave. 1-10 40 8 1-10 South City Limit 40 Bess 9 1-10 Baldwin Park Blvd. 30 10 S racuse Ave. Frazier St. 25 Big Dalton 11 Pacific Ave. 1-10 30 Center St. 12 Olive St. Los Angeles St. 35 13 Los Angeles St. Ramona Pkwy 30 Commerce Dr. 14 River rade Rd. Live Oak Ave. 40 Francisquito Ave. 15 Ramona Blvd. Frazier St. 40 16 Frazier St. Baldwin Park Blvd. 35 17 Baldwin Park Blvd. South City Limit 35 Frazier 18 Bess Ave. Francis uito Ave. 35 Harlan Ave. 19 Los Angeles St. Ramona Blvd. 25 Live Oak Ave. 20 River rade Rd. Baldwin Park Blvd. 45 Los Angeles St. 21 West City Limit Center St. 40 22 Center St. Maine Ave. 40 23 Maine Ave. East City Limit 40 Maine Ave 24 Arrow Hwy Olive St. 35 25 Olive St. Los Angeles St. 35 26 Los Angeles St. Ramona Blvd. 35 27 Pacific Ave. Merced Ave. 35 28 Merced Ave. Francis uito Ave. 35 Merced Ave. 29 Olive St. Los Angeles St. 35 30 Los Angeles St. Ramona Blvd. 35 31 Ramona Blvd. Baldwin Park Blvd. 35 32 Baldwin Park Blvd. Vineland Ave. 35 Merced Ave. 33 Vineland Ave. Puente Ave. 35 Olive St. 34 West City Limit Baldwin Park Blvd. 35 35 Baldwin Park Blvd. East City Limit 35 Pacific Ave. 36 Ramona Blvd. Big Dalton Ave. 35 37 Big Dalton Ave. South City Limit 35 Puente Ave. 38 South City Limit Merced Ave. 40 39 Merced Ave. Root St. 40 40 Root St. Ramona Blvd. 30 Ramona Blvd. 41 1-605 Francis uito Ave. 40 42 Francisquito Ave. Merced Ave. 40 43 Merced Ave. Baldwin Park Blvd. 40 44 Baldwin Park Blvd. Badillo St. 35 45 Badillo St. East City Limit 35 River rade Rd. 46 Brooks Dr. Live Oak Ave. 40 Root St. 47 Puente St. East City Limit 40 Stewart Ave. 48 Live Oak Ave. Olive St. 30 49 Olive St. Los Angeles St. 30 50 Los Angeles St. Ramona Blvd. 30 Syracuse Ave. 51 Bess Ave. Ramona Blvd. 30 Vineland Ave. 52 South City Limit Merced Ave. 35 53 Merced Ave. Pacific Ave. 30 54 Pacific Ave. Badillo St. 30 City of Baldwin Park Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) No. Street Segment Length in Miles ADT 85th Percentile (Mph) Posted Speed Limit Recom'd Speed Limit Result 1 Badillo St Ramona Blvd to East City Limit 0.56 14,588 45 40 40 JUSTIFIED 2 Baldwin Park Blvd Live Oak Ave to Olive St 0.50 7,907 46 40 40 JUSTIFIED 3 Baldwin Park Blvd Olive St to Los Angeles St 0.48 11,670 43 40 40 NO CHANGE 4 Baldwin Park Blvd Los Angeles St to Ramona Blvd 0.43 12,844 41 40 40 NO CHANGE 5 1 Baldwin Park Blvd Ramona Blvd to Merced Ave 0.55 14,529 41 40 40 NO CHANGE 6 Baldwin Park Blvd Merced Ave to Francisquito Ave 0.66 17,775 44 40 40 JUSTIFIED 7 Baldwin Park Blvd Francisquito Ave to 1-10 0.34 21,948 38 40 40 NO CHANGE 8 Baldwin Park Blvd 1-10 to South City Limit 0.36 25,696 37 40 40 NO CHANGE 9 Bess Ave 1-10 to Baldwin Park Blvd 0.32 7,337 31 30 30 NO CHANGE 10 Bess Ave Syracuse Ave to Frazier St 0.48 3,411 30 25 25 JUSTIFIED 11 Big Dalton Ave T -Pacific Ave to 1-10 1.00 3,361 39 25 25 JUSTIFIED 12 Center St Olive St to Los Angeles St 0.48 1,690 38 30 35 INCREASED 13 Center St Los Angeles St to Ramona Blvd 0.65 922 35 30 35 INCREASED 14 Commerce Dr Rivergrade Rd to Live Oak Ave 0.61 1,545 37 40 40 NO CHANGE 15 Francisquito Ave Ramona Blvd to Frazier St 0.48 10,732 43 35 40 INCREASED 16 Francisquito Ave Frazier St to Baldwin Park Blvd 0.34 14,339 40 35 35 JUSTIFIED 17 Francisquito Ave Baldwin Park Blvd to South City Limit 0.53 26,371 34 35 35 NO CHANGE 18 Frazier St Bess Ave to Francisquito Ave7 0.71 5,500 38 35 35 NO CHANGE 19 Harlan Ave Los Angeles St to Ramona Blvd 0.72 3,510 37 25 25 JUSTIFIED 20 Live Oak Ave Rivergrade Rd to Baldwin Park Blvd 0.55 28,483 43 45 45 NO CHANGE 21 Los Angeles St West City Limit to Center St 0.36 19,604 43 40 40 NO CHANGE 22 Los Angeles St Center St to Maine Ave 1.00 14,269 39 40 40 NO CHANGE 23 Los Angeles St Maine Ave to East City Limit 0.39 9,066 41 40 40 NO CHANGE 24 Maine Ave Arrow Hwy to Olive St 0.49 7,966 38 35 35 NO CHANGE 25 Maine Ave Olive St to Los Angeles St 0.49 11,302 33 35 35 NO CHANGE 26 Maine Ave Los Angeles St to Ramona Blvd 0.36 14,824 32 35 35 NO CHANGE 27 Maine Ave Pacific Ave to Merced Ave 0.73 3,564 38 35 35 NO CHANGE 28 Maine Ave Merced Ave to Francisquito Ave 0.68 5,663 37 35 35 NO CHANGE 29 Merced Ave Olive St to Los Angeles St 0.50 3,544 45 35 40 INCREASED 30 Merced Ave Los Angeles St to Ramona Blvd 0.60 7,133 37 35 35 NO CHANGE 31 Merced Ave Ramona Blvd to Baldwin Park Blvd 0.36 8,452 38 35 35 NO CHANGE 32 Merced Ave Baldwin Park Blvd to Vineland Ave 0.36 13,176 35 35 35 NO CHANGE 33 Merced Ave Vineland Ave to Puente Ave 0.34 12,216 36 35 35 NO CHANGE 34 Olive St West City Limit to Baldwin Park Blvd 0.73 3,876 39 30 35 INCREASED 35 Olive St Baldwin Park Blvd to East City Limit 1.23 7,065 41 30 35 INCREASED %*1/1' INFPASTRUCTURE 15 no", ENGINEERS gP AQ4uryB��A City Park 4 6A t Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Po v No, Street Segment Length in Miles ADT 85th Percentile (mph) i Posted Speed Limit Recom'd Speed Limit Result 36 Pacific Ave Ramona Blvd to Big Dalton Ave 0.43 17,905 37 40 35 DECREASED 37 Pacific Ave Big Dalton Ave to South City Limit 0.36 18,588 36 40 35 DECREASED 38 Puente Ave South City Limit to Merced Ave 0.76 25,191 43 40 40 NO CHANGE 39 Puente Ave Merced Ave to Root St 0.87 12,031 42 40 40 NO CHANGE 40 Puente Ave Root St to Ramona Blvd 0.51 4,815 35 30 30 JUSTIFIED 41 Ramona Blvd 1-605 to Francisquito Ave 0.70 27,738 40 40 40 NO CHANGE 42 Ramona Blvd Francisquito Ave to Merced Ave 0.96 20,438 43 40 40 NO CHANGE 43 Ramona Blvd Merced Ave to Baldwin Park Blvd 0.45 24,456 39 40 40 NO CHANGE 44 Ramona Blvd Baldwin Park Blvd to Badillo St 0.56 19,038 33 35 35 NO CHANGE 45 Ramona Blvd Badillo St to East City Limit 0.42 5,576 42 35 35 JUSTIFIED 46 Rivergrade Rd Brooks Dr to Live Oak Ave 0.74 10,542 51 45 45 JUSTIFIED 47 Root St Puente St to East City Limit 0.33 6,146 41 40 40 NO CHANGE 48 Stewart Ave Live Oak Ave to Olive St 0.48 3,971 37 30 30 JUSTIFIED 49 Stewart Ave Olive St to Los Angeles St 0.48 2,254 34 30 30 JUSTIFIED 50 Stewart Ave Los Angeles St to Ramona Blvd 0.52 2,255 33 30 30 NO CHANGE 51 Syracuse Ave Bess Ave to Ramona Blvd 0.49 3,745 35 30 30 JUSTIFIED 52 Vineland Ave South City Limit to Merced Ave 0.91 5,858 39 30 35 INCREASED 53 Vineland Ave Merced Ave to Pacific Ave 0.67 4,609 37 30 30 JUSTIFIED 54 Vineland Ave Pacific Ave to Badillo St 0.41 3,524 36 30 30 JUSTIFIED 55 Bogart Ave Pacific Ave to Ramona Blvd 0.20 1,202 31 NP 25 JUSTIFIED 56 Downing Ave Pacific Ave to Ramona Blvd 0.25 1,571 34 NP 25 JUSTIFIED 57 Frazier St/Dalewood St Judith St to Baldwin Park Blvd 0.51 5,983 32 NP 25 JUSTIFIED 58 Garvey Ave Syracuse Ave to Tracy St 1.16 2,380 31 NP 25 JUSTIFIED Reducing the 85th percentile speed may be accomplished by implementing calming measures that reduce the speed of the motorists. There are a wide variety of calming measures that can be implemented on a segment to reduce the 85th percentile speed. Some examples of calming measures are curb extensions, chicanes, roundabouts, traffic circles, raised median, diverters, radar speed feedback signs, and speed humps. However, it should be noted that a calming measure may only be recommended and placed after a thorough investigation of the current geometric conditions and analyzing the level of service (LOS) of each segment by the engineer. As a result, a separate study must be implemented for each segment to warrant a specific calming measure to be placed. 1 1 Y 51171 1 � 'z Jl INFRASTRUCTUURE 16 n� ENGINEERS O O N O w U) W °W Z �o U` m ? W O rl-]Ii11111 M1 m�-IVIUJ v z 0 } IZ Q U Q 61 LEGEND: — — — — CITY BOUNDARY 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH INFRASTRUCTURE gpL ENGINEERS APENDIX "D" 3060 Saturn Street, Suite 250 u :THE'; sheet 1 of 2 Brea, CA 14) 282, 940-0-100 Tel: (7714) 94EXISTING RADAR SPEED ZONE MAP SAN oABRIE6 ,„ Fax: (714) 940-0700D www.Infrastructure-engineers.com DESIGNED BY: S.Nadalizadeh DATE: 10/01/21 J. N. 1020.105 O O N O w U) W °W Z �o U` m ? W O rl-]Ii11111 M1 m�-IVIUJ v z 0 } IZ Q U Q 61 LEGEND: — — — — CITY BOUNDARY 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH INFRASTRUCTURE 6AEd[tii ENGINEERS APENDIX "D" 3060 Saturn Street, Suite 250 u :THE'; sheet 2 of 2 Brea, CA 14) 282, 940-0-100 Tel: (7714) 94PROPOSED RADAR SPEED ZONE MAP SAN oABRIE6 ,„ Fax: (714) 940-0700D www.Infrastructure-engineers.com s,�,Ia+ ....'/BD JANUP .. DESIGNED BY: S.Nadalizadeh DATE: 10/01/21 J. N. 1020.105 INFRASTRUCTURE ENGINEERS October G.2O21 Mr. Sam Gutierrez Director OfPublic Works City ofBaldwin Pork 144U3Pacific Avenue Baldwin Purk, CA 91700 Subject: Citywide Speed Zone Survey and Speed Limit Study Dear Mr. Gutierrez 3060 Saturn Street, Suite 2 Brea, CA 928)1 |nfr8SLnJCtUne Engineers (IE) is pleased tOprovide this citywide speed zone survey and speed limit study pursuant to a request from the City of Baldwin Park. This report documents the findings of our investigation. GhOU|d you have any questions or comments, please do not hesitate tOcontact Shawn K4OUS8vi at (714)S4O-01OO,ext. 5220. Oryou may contact mnebvphone 8t(714)S4O- O1O0. or email at SinC8rely, Infrastructure Engineers y��. �"�' f~�� Amir FGn8h8ni. RE. T.E. Attachments: Citywide Speed Zone Survey and Speed Limit Study CITYWIDE SPEED ZONE SURVEY AND SPEED LIMIT STUDY (ENGINEERING AND TRAFFIC SURVEY) IN FRASTRU CTU RE ENGINEERS 3060 Saturn Street, Suite 250 Brea, California 82821 (714) 940-0100 Under the Supervision of /\Dli[F8r8h8Oi. P.E,T.E. Principal Traffic Engineer Project No. 1020.105 Date: October 6, 2021 BaldwinCity of I5 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) w, Certification............................................................................................................................ ii Summary............................................................................................................................... 1 Background........................................................................................................................... 1 Engineering and Traffic Survey............................................................................................ 2 MaximumSpeed Limit.......................................................................................................... 3 Prima Facie Speed Limits (CVC 22352).............................................................................. 3 Intermediate Speed Zones................................................................................................... 4 Speed Zoning Procedures.................................................................................................... 4 Definitions............................................................................................................................. 8 EGI VEERS 1 Local Street Exceptions (CVC 40802).................................................................................. 8 OtherConsiderations............................................................................................................ 8 CVC22358.3........................................................................................................................ 9 Speed Survey Data - Procedures Used for the Speed Survey Program ............................. 9 RoadwayConditions........................................................................................................... 10 SpeedLimit Posting............................................................................................................ 10 CollisionData...................................................................................................................... 11 Procedures Used for Collision Data Collection.................................................................. 11 Procedures Used for Collision Rate................................................................................... 11 Table 1: Statewide Travel and Collision Rates for California State Highways .................. 11 Table 2: Collision Data Summary ....................................................................................... 12 Table 2: Collision Data Summary (Continued)................................................................... 13 Survey Results and Recommendation............................................................................... 14 Table 3: Speed Survey Summary ....................................................................................... 15 Table 3: Speed Survey Summary (Continued).................................................................. 16 General Calming Measures................................................................................................ 16 Table 4: Survey Supports Current Posted Speed Limit — No Change ............................... 17 Table 4: Survey Supports Current Posted Speed Limit — No Change (Continued)........... 18 Table 5: Survey Speeds Differ from Posted Speed, Limit Can be Justified ....................... 19 Table 5: Survey Speeds Differ from Posted Speed, Limit Can be Justified (Continued) .. 20 Table 6: Survey Speeds Differ from Posted Speed, Limit Must be Increased ................... 21 Table 7: Survey Speeds Differ from Posted Speed, Limit Must be Decreased ................. 21 Appendix "A" Spot Speed Survey Data Sheets and Average Daily Traffic Counts .............A Appendix "B" Engineering and Traffic Survey Sheets.......................................................... B Appendix "C" Collision Data.................................................................................................0 Appendix "D" Existing and Proposed Radar Speed Zone Map ............................................ D EGI VEERS 1 City of Baldwin Park (55 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) 1, Amir Farahani, do hereby certify that this citywide speed zone survey and speed limit study was performed under my supervision for the City of Baldwin Park and is accurate and complete. I certify that I am both experienced in performing studies of this type and duly registered in the State of California as a Professional Civil and Traffic Engineer. Amir Farahani, P.E., T.E. �,?OESS/ 9" 0 Uj No -54235 ar- Exp. 12131/21 cjv1\, TI- EI.A.T.U.TU-F O, NGINEERS k!i"pbili W MN P"MM, , Wr,VF% Var INE,., I�Ve, TR 2363 E I Exp. 06/30/22 ;70 FE OF CAO ii City of Baldwin Park Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) This report documents the results of anengineering and traffic survey conducted to update the speed limits of certain streets within the City of Baldwin Park arteha|, ou||eotur, and residential street network. The study will provide recommendations to vehfv, inuneuag, or decrease posted speed limits within existing city boundaries based on the data and the survey results. Atota| of 58 survey locations were ae|eo1ed, and spot speed surveys were conducted by City Traffic Counters (CTC) at 58 locations in conformance with State law for establishing speed limits. The majority ofthe50oegrnentshoveth*neceaaoryjuatifimaUonnUaauppnrLournentpoot*dope*d limits as previously adopted and posted. All segments were reviewed in detail including traffic vo|unnea, collision hiatory, adjacent land uaea, roadway characteristics and field observations. Statutes within the California Vehicle Code (C\/C) require that governmental agencies periodically review and update their posted Speed |innKS. These periodic updates are required for the City's enforcement agency to enforce speed limits with radar. The pnuueaa involves the review of existing posted speed limits for adequacy in terms of adjacent land use, traffic demands, roadway conditions, continuity Of Speed |inliiS, CO||iSiOnS. and field surveys Of nnO1DriSt driving patterns (speed survey). The Baldwin Park Police Department performs the City of Baldwin Park's enforcement of speed limits on City r08dvv8y8. The 8nf0rSenn8rk of speed limits and response to speed -related iSSu8S is primarily using radar. Speed enforcement involves routine enforcement throughout the city and S8|HC1iV8 8OfO[C8Dl8Dt at |OC8tiOOS VVh8[H 8 diSpnDpOdiOD8t8 number Oftraffic CO||iSiOOS have occurred and, on those roadways, where complaints of high-speed vehicles are received. III I - ENGINEERS City of Baldwin Park Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Engineering and Traffic Survey The method prescribed by the latest California Vehicle Code and the California K8mnuo| of Uniform Traffic Control Devices (CAK8UTC[)) is performance of an Engineering and Traffic Survey. The definition of an "Engineering and Traffic Survey" is contained in section 627 of the California Vehicle Code and is presented in the shaded Figure 1 box that follows: Figure 1.Amended Sec. 1.Ch. 45.Stats. 2OOO.Effective January 1.2001. The California Vehicle Code has set certain regulations regarding the posting and enforcement of speed zones. These regulations generally reflect the viewpoint that oo88d zoning should be based on traffic conditions and natural driver behavior and not because of an arbitrary response to a traffic event or occurrence. This concept is known as the "Basic Speed Law." All fifty etuLea of the United States base their speed regulations on the Basic Speed Law. In California CVC 22350 defines the basic speed law as shown in Figure 2: Figure 2. Amended Ch. 252, Stats. 1983. Effective September 20, 1883. ' 2 III I - ENGINEERS City of Baldwin Park ;5 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) w, This law recognizes that driving conditions vary widely from time -to -time and place -to -place; therefore, no set or fixed driving rules will adequately serve all conditions. The motorists will constantly adjust their driving behavior to fit the conditions they encounter. Drivers must learn to do this with minimum assistance from law enforcement. The Basic Speed Law is founded on the belief that most motorists can modify their driving behavior properly if they are aware of conditions around them. Several other statutes of the Vehicle Code are also significant in evaluating speed limits. Among these are: CVC 22349 states in California the maximum speed for any passenger vehicle is 65 miles per hour. The Maximum speed for most trucks and for vehicles towing any trailer is 55 miles per hour. CVC Section 22356 permits a maximum speed limit of 70 MPH on some highways. All other speed limits are prima facie limits, which, "on the face of it," are reasonable and prudent under normal conditions. A driver may exceed any prima facie limit if it is safe to do so under prevailing conditions. However, when a police officer cites driver for exceeding a prima facie speed limit, it is up to the driver to prove, if he can, that he was driving in a reasonable and prudent manner under the existing conditions. The opportunity given to the driver to exceed a prima facie speed limit when it is safe to do so recognizes the fact that any posted speed limit cannot adequately reflect the many different conditions of traffic, weather, visibility, etc., that may be found on the same highway at different times. CVC 22352 establishes 15 MPH limit in alleys, blind intersections, and blind railroad crossings and 25 MPH limit in business and residence districts as prima facie limits. There is also a part- time 25 MPH limit in school zones when children are present in route to or from school or adjacent to a senior center. Business and residence districts are defined in the Vehicle Code as specific areas meeting a specified minimum density of roadside development. CVC Section 235, 240 and 515 define their regulations as shown in Figure 3, Figure 4, and Figure 5. A count of houses or active businesses facing on a highway must be made to determine whether a valid business or residence district exists. The law does not require posting of prima facie speed limits when such roadside conditions are readily apparent. Figure 3. (Enacted by Stats. 1959, Ch. 3.) - .: INFRASTRUCTURE n� ENGINEERS AQ4uryB��A City of Baldwin Park 4 6A t Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Po v Figure 4. (Enacted by Stats. 1959, Ch. 3.) Figure 5. (Enacted by Stats. 1959, Ch. 3.) , State law permits local authorities to lower the maximum speed limit (65 MPH) or to raise the speed limit in business and residence districts (25 MPH) based on a traffic and engineering survey. These "intermediate speed limits" between 25 and 65 MPH must be posted to clearly define the limits of the zone and the prima facie speed established. CVC 22357 authorizes the increase in limits. These intermediate speed zones are the zones most typically enforced by radar. As a result, a current Engineering and Traffic survey is required to facilitate or justify these zones. The MUTCD California Edition section 2B.13 Speed Limit Sign (R2-1) specifies a method for providing an Engineering and Traffic survey of speed limits on City and County roadways and Local Streets. It is excerpted in Figure 6, Figure 7, and Figure 8 as follows: n�� ENGINEERS 4 City of Baldwin Park (55 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Figure 6. Section is referencing CA-MUTCD on page 136. ENGINEERS City of Baldwin Park (55 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Figure 7. Section is referencing CA-MUTCD on page 136-137. NFRASTRUCTURE ENGINEERS 6 City of Baldwin Park (55 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Figure 8. Section is referencing CA-MUTCD on page 137-138. #1V INFRASTRUCTURE 7 no", ENGINEERS City of Baldwin Park ;5 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) w, SiauSS '\11,33\ituYl "t11S St"4 \S S9 ©S�g11 `�'t\\S\`l\\ ti\\`<\\\\\a0\l\\``\R\ Q"�Stl\\\\`tSgt 1\S�•�t ti`SSC't1'a \\\g1�•.>YRI 1S} \`�\\\\gS�pSe�llR 4gSg11�\St`s S\\S\qo7> SgOSt �`<�•. i.c iz ,.IU��.S\,t;... //}}}}}}}}}v7�i7.t,A. ^,1l?777„��\Z\},....�{1��,✓t413�r\ 1�.`,�\�...1tiZ,..A.,zf,333 �11ti.,,;{��..}ltJiJiJiJiJiJiJiJiJii,3.,,.,,,.... `,��.;�ir{1111/l/l/l/l/l/l/l/l/l/l/l/l/l/l/l/l/l/l/l/l/l/l/llrr`k..,UJ>>;�l.11�� �.111;�1.1�;\.2{}�'}}ti,l;,:�.t»i�'zt:\\;?,S\ \k?,a,�t#iktU.is��,,k�t Definitions Percentile Speeds — The percentile speed is a speed at or below which that percentage of the total sample is traveling. 50th Percentile — The median speed 85th Percentile — The critical speed is the 85th percentile. Motorists exceeding the 85the percentile speed are generally considered to be driving faster than is safe under prevailing conditions. This percentile may serve as the guide for establishing the posted speed limit. Pace — The pace is the 10 MPH range of speeds containing the largest number of observations. This can usually be determined by visual inspection of the Vehicle Speed Survey Sheet. After determining the pace, it is useful to compute the percentage of vehicles in the pace, the percentage over the pace and the percentage under the pace. A normal speed distribution will contain approximately 70% of the sample within the pace with 15% above and 15% below. Collision Rate — Collision rates are calculated for each roadway segment surveyed and are summarized. Rates are calculated based on collisions per million vehicles miles of travel on that segment of roadway. This analysis has utilized the expected collision rates published by Caltrans in the "2010 Collision Data on California State Highways” publication. Los Angeles County guidelines classify as excessive any collision rate that exceeds 1.6 times the County expected rate. If the City mid -block collision rates are more than 1.6 times the County expected rate, a 5 MPH reduction of speed limit may be justified. m Many streets are designated as "Local" streets per CVC 40802(2)(b). The speed limit for these streets do not require special jurisdictions. The code is as follows: For purposes of this section, a local street or road is one that is functionally classified as "local' on the "California Road System Maps," that are approved by the Federal Highway Administration and maintained by the Department of Transportation. When a street or road does not appear on the "California Road System Maps," it may be defined as a "local street or road" if it primarily provides access to abutting residential property and meets the following three conditions: 1. Roadway width of not more than 40 feet. 2. Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445. 3. Not more than one traffic lane in each direction. Every street should be inspected for unusual traffic, roadway, and roadside conditions not readily apparent to a motorist. A check should be made of the adequacy of traffic control devices, roadway alignment, width, surface condition, collision history, and any unique traffic hazards that may exist. Any of these conditions may warrant the selection of a speed lower than the 85th percentile speed for speed zoning. The 25 -mile per hour prima facie limit in residence districts may not be reduced except on narrow streets as authorized by Section 22358.3 of the vehicle Code. E GINEERS 8 BaldwinCity of i5 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) w, Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street. .; ,' : isll !i To identify the speed characteristics of vehicular traffic on the street system in Baldwin Park, a spot speed survey program was performed. Locations were selected on arterial, collector, and residential streets as designated by the City of Baldwin Park. Sufficient spot speed survey locations were selected to obtain a speed profile on each roadway. CTC accomplished the spot speed survey data and average daily traffic (ADT) collection. The summary of the spot speed data and ADT counts are shown in Appendix "A". In order to ensure the creditability of vehicular speed analysis, the following guidelines were adhered to in the spot speed survey field data collection: 1. It was imperative that drivers may not be influenced to slow down by the presence of the speed survey vehicle, the equipment, or the personnel. The survey vehicle and equipment were unmarked, and emphasis was placed on locating them in an inconspicuous location. 2. Measurements were made at sufficient distance from intersections where signals or other control devices could affect normal operating speeds. 3. Measurements were not taken at locations where geometric, or roadway factors exist that could cause drivers to slow down from normal speeds. Such factors were sharp horizontal or vertical curve, poor pavement surface, roadway construction, etc. 4. The data was recorded on the "Radar Speed Meter — Data and Analysis Forms. 5. The Vehicles were selected on a random basis. The samples are representative and do not include unusually high or low proportions of "speeders," sports cars, trucks, etc. 6. The sample size is large enough to form a bell-shaped curve. This normally requires 50 or more observations for each location, depending on the size and use of the streets. 7. The traffic conditions during the period of measurement were representative of normal traffic conditions. The speed measured is established during non -peak hour to represent motorists speed during free flow. The 85th percentile shall represent the motorists speed during free flow movement and normal traffic conditions. INFRASTRUCTURE 9 n� ENGINEERS City of Baldwin Park ;5 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) w, SiauSS '\11»3\it,»Yl "tills 1�"4\S S9 ©S,g11 `��\\S\`l\\ »'�\\`<\\\\\a0\l\\``\R\ Q"�1�1\\\\`tSq�1\»•» ti` SSC'ti1'a \\\g1».>YRI 1S} \`,\\\\gS�pSe,llR 4gSg11,\S�`� S\\S\qo7> Sg01��`<». i.c Roadway Conditions Field reviews of the roadways in the City of Baldwin Park were conducted and incorporated into the final recommended speed limits. These are pertinent roadway characteristics, surrounding land uses, and other factors that could have a bearing on the establishment of speed zones. For this study, each roadway was divided into study sections. All data was then correlated and reviewed and summarized in Appendix "B." Speed limit signing should be installed in conformance with the California MUTCD. All speed limit signs must be reflective and conform to the current standards of the State of California, Department of Transportation. The following policies are recommended by the California MUTCD, for the placement of speed limit signs as shown in Figure 9. Figure 9. Speed limit standards are referencing Section 2B.13 of the CA-MUTCD. • Speed limits signs should be located at the beginning of all restricted speed zones. • Speed limit signs should be posted on street entrances to the City approximately 200 to 400 feet beyond the City entrance sign, no matter what the speed limit is. • Speed limit signs should be installed approximately 200 feet, but not more than 500 feet beyond major intersections. • Speed limit signs should be posted so that distance between speed limit signs will be approximately one mile. • Streets with speed prima facie limits of 25 MPH need not be posted with speed limit signs, unless the streets are arterials or may appear to the driver to be arterials, and engineering and traffic investigation indicates that speed limit signing for a 25 MPH is required. Baldwin Park has adopted a policy to identify most major residence areas with posting of 25 MPH signs. • A speed limit sign should not be installed within 500 feet in advance of or within a curve or turn, which has been posted with a curve or a turn warning sign. • Pavement markings are not required but may be used in conjunction with postings. The City of Baldwin Park has adopted a policy to add pavement markings to key traffic control signs. INFRASTRUCTURE 1.0 ENGINEERS City of Baldwin Park (55 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Collision Data ProceVuures-U_%e,j!, for Colle-ctio:t, The data collection for collisions for each roadway segment was selected from the Statewide Integrated Traffic Records System (SWITRS) annual collision report for a duration of a three-year period. Supporting documentation is presented within Appendix "C." The collision rate is expressed in collision per million vehicle miles (MVM) and is calculated using the following formula: Collision Rate (Collisions/MVM) —_ No. of Collisions x 1,000,000 ADT X Distance X No. of Days No. ofcollision =Number of collisions during the selected SWITRS survey period (3 years) for the segment in both directions 1,000,000 = Conversion factor for Million -Vehicle -Miles (MVM) Traveled ADT(veh1dJj,-) = Average Daily Traffic for the segment in both directions Distance (miles) = Roadway segment distance traveled by a vehicle No. ofDaj,-s = Number of days during the selected SWITRS sample period (3 years --1,095) Counts were taken during summer, which may lead to a lower ADT values. As a result, the calculated collision rates may be perceived higher than if the ADT were taken during a school day. ADT does not affect 85th percentile speed. To evaluate the collision pattern of each street segment, the calculated rates were compared to the expected collision rates provided from Caltrans in Table 1. The number of collisions, expected collision rates, and calculated collision rates are summarized in Table 2. Roadway Type: Urban Expected Collision Rate* 2 and 3 Lanes 0.96 4 Lane (Divided) 1.19 4 Lane (Undivided) 1.13 6 Lane (Divided) 1.18 6 Lane (Undivided) 1.28 *Source: 2018 collision data on California state highways published by California Department of Transportation INFRASTRUCTURE ENGINEERS 'e 1+ City of Baldwin Park (55 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) WE , 141M WJ ' R"A i No. Street Segment Class Length in Miles ADT Number of Collisions Expected Collision Rate Calculated Collision Rate 1 Badillo St Ramona Blvd to East City Limit Arterial 0.56 14,588 6 1.19 0.67 2 Baldwin Park Blvd Live Oak Ave to Olive St Arterial 0.50 7,907 1 1.19 0.23 3 Baldwin Park Blvd Olive St to Los Angeles St Arterial 0.48 11,670 5 1.19 0.82 4 Baldwin Park Blvd Los Angeles St to Ramona Blvd Arterial 0.43 12,844 7 1.19 1.16 5 Baldwin Park Blvd Ramona Blvd to Merced Ave Arterial 0.55 14,529 8 1.19 0.91 6 Baldwin Park Blvd, Merced Ave to Francisquito Ave Arterial 0.66 17,775 8 1.19 0.62 7 Baldwin Park Blvd Francisquito Ave to 1-10 Arterial 0.34 21,948 17 1.19 2.08 8 Baldwin Park Blvd 1-10 to South City Limit Arterial 0.36 25,696 10 1.19 0.99 9 Bess Ave 1-10 to Baldwin Park Blvd Collector 0.32 7,337 4 0.96 1.5 10 Bess Ave Syracuse Ave to Frazier St Collector 0.48 3,411 11 0.96 6.14 11 Big Dalton Ave Pacific Ave to I-10 Collector 1.00 3,361 7 0.96 1.90 12 Center St Olive St to Los Angeles St Collector 0.48 1,690 2 0.96 2.25 13 Center St Los Angeles St to Ramona Blvd Collector 0.65 922 3 0.96 4.57 14 Commerce Dr Rivergrade Rd to Live Oak Ave Residential 0.61 1,545 1 0.96 0.97 15 Francisquito Ave Ramona Blvd to Frazier St Arterial 0A8 10,732 9 1.13 1.60 16 Francisquito Ave Frazier St to Baldwin Park Blvd Arterial 034 14,339 7 1.13 1.31 17 Francisquito Ave Baldwin Park Blvd to South City Limit Arterial 0.53 26,371 34 1.19 2.22 18 Frazier St �Bess Ave to Francisquito Ave 77 -collector 0.71 5,500 7 0.96 1.64 19 Harlan Ave Los Angeles St to Ramona Blvd Collector 0,72 3,510 3 0.96 1.08 20 Live Oak Ave Rivergrade Rd to Baldwin Park Blvd Arterial 0.55 128,483 1 10 1.19 0.58 21 Los Angeles St West City Limit to Center St Arterial 036 19,604 8 1.13 1.04 22 Los Angeles St Center St to Maine Ave Arterial 1.00 14,269 16 1.13 1.02 23 Los Angeles St Maine Ave to East City Limit Arterial 0.39 9,066 3 1.13 0.77 24 Maine Ave Arrow Hwy to Olive St Collector 0.49 7,966 5 0.96 1.17 25 Maine Ave Olive St to Los Angeles St Collector 0A9 11,302 9 0.96 1.48 26 Maine Ave Los Angeles St to Ramona Blvd Collector 0.36 14,824 15 0.96 2.57 27 Maine Ave Pacific Ave to Merced Ave Collector 073 3,564 5 0.96 1.76 28 Maine Ave Merced Ave to Francisquito Ave Collector 0.68 1 5,663 1 6 0.96 1.42 29 Merced Ave Olive St to Los Angeles St Arterial 0.50 3,544 10 1.13 5.15 30 Merced Ave Los Angeles St to Ramona Blvd Arterial 0.60 7,133 1 1.13 0.21 31 Merced Ave Ramona Blvd to Baldwin Park Blvd Arterial 0.36 8,452 5 1.13 1.50 32 Merced Ave Baldwin Park Blvd to Vineland Ave Arterial 036 1 13,176 1 7 1.13 1 1.35 33 Merced Ave Vineland Ave to Puente Ave Arterial 034 112,216 1 8 1.13 1.76 34 Olive St West City Limit to Baldwin Park Blvd Collector 0.73 3,876 3 1.13 0.97 35 Olive St Baldwin Park Blvd to East City Limit Collector 1.23 7,065 11 0.96 1.16 %*1/1' INFPASTRUCTURE 12 no", ENGINEERS 'e 1+ City of Baldwin Park (55 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) No. Street Segment Class Length in Miles ADT Number of Collisions Expected Collision Rate Calculated Collision Rate 36 Pacific Ave Ramona Blvd to Big Dalton Ave Arterial 0.43 17,905 19 0.96 2.25 37 Pacific Ave Big Dalton Ave to South City Limit Arterial 0.36 18,588 10 0.96 1.36 38 Puente Ave South City Limit to Merced Ave Arterial 0.76 25,191 23 1.19 1.10 39 Puente Ave Merced Ave to Root St Arterial 0.87 12,031 20 1.13 1.74 40 Puente Ave Root St to Ramona Blvd Arterial 0.51 4,815 6 0.96 223 41 Ramona Blvd 1-605 to Francisquito Ave Arterial 0.70 27,738 13 1.19 0.61 42 Ramona Blvd Francisquito Ave to Merced Ave Arterial 0.96 20,438 18 1.19 0.84 43 Ramona Blvd Merced Ave to Baldwin Park Blvd Arterial 0.45 24,456 12 1.19 1.00 44 Ramona Blvd Baldwin Park Blvd to Badillo St Arterial 0.56 19,038 12 1.19 1.03 45 Ramona Blvd Badillo St to East City Limit Arterial 0.42 , 5,576 3 1.13 1.1 46 Rivergrade Rd Brooks Dr to Live Oak Ave Arterial 1 0.74 110,542 1 1 1 1.19 0.12 47 Root St Puente St to East City Limit Arterial 0.33 6,146 3 1.13 1.35 48 Stewart Ave Live Oak Ave to Olive St Collector 0.48 3,971 4 0.96 1.92 49 Stewart Ave Olive St to Los Angeles St Collector 0.48 2,254 4 0.96 3.38 50 Stewart Ave Los Angeles St to Ramona Blvd Collector 0.52 2,255 4 0.96 3.12 51 Syracuse Ave Bess Ave to Ramona Blvd T -Collector 0.49 3,745 6 0.96 2.99 52 Vineland Ave South City Limit to Merced Ave Collector 0.91 5,858 12 0.96 2.06 53 Vineland Ave Merced Ave to Pacific Ave Collector 0.67 4,609 5 0.96 1.48 54 Vineland Ave Pacific Ave to Badillo St Collector 0.41 3,524 7 0.96 4.42 55 Bogart Ave Pacific Ave to Ramona Blvd Residential 0.20 1,202 2 0.96 7.60 56 Downing Ave Pacific Ave to Ramona Blvd Residential 0.25 1,571 2 0.96 4.65 57 Frazier St/ Dalewood St _Collector Judith St to Baldwin Park Blvd 0.51 5,983 4 0.96 1.20 58 Garvey Ave Syracuse Ave to Tracy St Collector 1.16 2,380 4 0.96 1.32 %#1k, INFPASTRUCTURE 13 no", ENGINEERS BaldwinCity of r ;5 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) w, The results of the surveys and findings as found in the "Study" are summarized in Tables 3 through 7. Supporting documentation is presented within Appendix "B." Descriptions of the tables and recommendations for speed limit adjustment are indicated below in the following five categories: 1. Table 3 (SUMMARY) presents a summary of all locations surveyed and subsequent speed posting recommendations. 2. Table 4 (NO CHANGE) presents a summary of the locations where the current speed limit remains the same. These are locations where the 85th percentile speed complies with the current posted speed limit, or the segment is exempt due to residential, or business prima facie speed zones and no adverse conditions exist which would suggest or require a change to the speed limit. 3. Table 5 (JUSTIFIED) presents a summary of the locations where the 85th percentile speed exceeds current posted speed limit. However, the existing posted speed limit can be justified based on the posted limit of adjacent segments or other factors not readily apparent to the driver. See Figure 10 for a more detailed explanation from the California Manual for Setting Speed Limits. Justifications are presented in remarks section and on the engineering and traffic survey sheets contained in Appendix "B." 4. Table 6 (INCREASED) summarizes locations where speeds must be increased based on the 85th percentile exceeds current posted speed limit and further downward speed adjustments are not legally allowed. 5. Table 7 (DECREASED) summarizes locations where speeds must be decreased when the 85th percentile indicate lowering is appropriate or roadway characteristics or adjacent development fall within prima facia categories pursuant to California Vehicle Code. A radar speed zone map of the existing posted speed limits and the proposed posted speed limits are shown in Appendix "D." INFRASTRUCTURE ' 14 �ENGINEERS 'e 1+ City of Baldwin Park (55 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) No. Street Segment Length in Miles ADT 85th Percentile (mph) Posted Speed Limit Recom'd Speed Limit Result 1 Badillo St Ramona Blvd to East City Limit 0.56 14,588 45 40 40 JUSTIFIED 2 Baldwin Park Blvd Live Oak Ave to Olive St 0.50 7,907 46 40 40 JUSTIFIED 3 Baldwin Park Blvd Olive St to Los Angeles St 0.48 11,670 43 40 40 NO CHANGE 4 Baldwin Park Blvd Los Angeles St to Ramona Blvd 0.43 12,844 41 40 40 NO CHANGE 5 1 Baldwin Park Blvd Ramona Blvd to Merced Ave 0.55 14,529 41 40 40 NO CHANGE 6 Baldwin Park Blvd Merced Ave to Francisquito Ave 0.66 17,775 44 40 40 JUSTIFIED 7 Baldwin Park Blvd Francisquito Ave to 1-10 0.34 21,948 38 40 40 NO CHANGE 8 Baldwin Park Blvd 1-10 to South City Limit 0.36 25,696 37 40 40 NO CHANGE 9 Bess Ave 1-10 to Baldwin Park Blvd 0.32 7,337 31 30 30 NO CHANGE 10 Bess Ave Syracuse Ave to Frazier St 0.48 3,411 30 25 25 JUSTIFIED 11 Big Dalton Ave T -Pacific Ave to 1-10 1.00 3,361 39 25 25 JUSTIFIED 12 Center St Olive St to Los Angeles St 0.48 1,690 38 30 35 INCREASED 13 Center St Los Angeles St to Ramona Blvd 0.65 922 35 30 35 INCREASED 14 Commerce Dr Rivergrade Rd to Live Oak Ave 0.61 1,545 37 40 40 NO CHANGE 15 Francisquito Ave Ramona Blvd to Frazier St 0.48 10,732 43 35 40 INCREASED 16 Francisquito Ave Frazier St to Baldwin Park Blvd 0.34 14,339 40 35 35 JUSTIFIED 17 Francisquito Ave Baldwin Park Blvd to South City Limit 0.53 26,371 34 35 35 NO CHANGE 18 Frazier St Bess Ave to Francisquito Ave 0.71 1 5,500 38 35 35 NO CHANGE 19 Harlan Ave Los Angeles St to Ramona Blvd 0.72 3,510 37 215 25 JUSTIFIED 20 Live Oak Ave Rivergrade Rd to Baldwin Park Blvd 0.55 28,483 43 45 45 NO CHANGE 21 Los Angeles St West City Limit to Center St 0.36 19,604 43 40 40 NO CHANGE 22 Los Angeles St Center St to Maine Ave 1.00 14,269 39 40 40 NO CHANGE 23 Los Angeles St Maine Ave to East City Limit 0.39 9,066 41 40 40 NO CHANGE 24 Maine Ave Arrow Hwy to Olive St 0.49 7,966 38 35 35 NO CHANGE 25 Maine Ave Olive St to Los Angeles St 0.49 11,302 33 35 35 NO CHANGE 26 Maine Ave Los Angeles St to Ramona Blvd 0.36 14,824 32 35 35 NO CHANGE 27 Maine Ave Pacific Ave to Merced Ave 0.73 3,564 38 35 35 NO CHANGE 28 Maine Ave Merced Ave to Francisquito Ave 0.68 5,663 37 35 35 NO CHANGE 29 Merced Ave Olive St to Los Angeles St 0.50 3,544 45 35 40 INCREASED 30 Merced Ave Los Angeles St to Ramona Blvd 0.60 7,133 37 35 35 NO CHANGE 31 Merced Ave Ramona Blvd to Baldwin Park Blvd 0.36 8,452 38 35 35 NO CHANGE 32 Merced Ave Baldwin Park Blvd to Vineland Ave 0.36 13,176 35 35 35 NO CHANGE 33 Merced Ave Vineland Ave to Puente Ave 0.34 12,216 36 35 35 NO CHANGE 34 Olive St West City Limit to Baldwin Park Blvd 0.73 3,876 39 30 35 INCREASED 35 Olive St Baldwin Park Blvd to East City Limit 1.23 7,065 41 30 35 INCREASED %*1/1' INFPASTRUCTURE 15 no", ENGINEERS City of Baldwin Park i5 V Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) w, Table 3: Speed d No, Street Segment Length in Miles ADT 85th Percentile (mph) + Posted Speed Limit Recom'd Speed Limit Result 36 Pacific Ave Ramona Blvd to Big Dalton Ave 0.43 17,905 37 40 35 DECREASED 37 Pacific Ave Big Dalton Ave to South City Limit 0.36 18,588 36 40 35 DECREASED 38 Puente Ave South City Limit to Merced Ave 0.76 25,191 43 40 40 NO CHANGE 39 Puente Ave Merced Ave to Root St 0.87 12,031 42 40 40 NO CHANGE 40 Puente Ave Root St to Ramona Blvd 0.51 4,815 35 30 30 JUSTIFIED 41 Ramona Blvd 1-605 to Francisquito Ave 0.70 27,738 40 40 40 NO CHANGE 42 Ramona Blvd Francisquito Ave to Merced Ave 0.96 20,438 43 40 40 NO CHANGE 43 Ramona Blvd Merced Ave to Baldwin Park Blvd 0.45 24,456 39 40 40 NO CHANGE 44 Ramona Blvd Baldwin Park Blvd to Badillo St 0.56 19,038 33 35 35 NO CHANGE 45 Ramona Blvd Badillo St to East City Limit 0.42 5,576 42 35 35 JUSTIFIED 46 Rivergrade Rd Brooks Dr to Live Oak Ave 0.74 10,542 51 45 45 JUSTIFIED 47 Root St Puente St to East City Limit 0.33 6,146 41 40 40 NO CHANGE 48 Stewart Ave Live Oak Ave to Olive St 0.48 3,971 37 30 30 JUSTIFIED 49 Stewart Ave Olive St to Los Angeles St 0.48 2,254 34 30 30 JUSTIFIED 50 Stewart Ave Los Angeles St to Ramona Blvd 0.52 2,255 33 30 30 NO CHANGE 51 Syracuse Ave Bess Ave to Ramona Blvd 77]70.4q 3,745 35 30 30 JUSTIFIED 52 Vineland Ave South City Limit to Merced Ave 0.91 5,858 39 30 35 INCREASED 53 Vineland Ave Merced Ave to Pacific Ave 0.67 4,609 37 30 30 JUSTIFIED 54 Vineland Ave Pacific Ave to Badillo St 0.41 3,524 36 30 30 JUSTIFIED 55 Bogart Ave Pacific Ave to Ramona Blvd 0.20 1,202 31 NP 25 JUSTIFIED 56 Downing Ave Pacific Ave to Ramona Blvd 0.25 1,571 34 NP 25 JUSTIFIED 57 Frazier St/Dalewood St Judith St to Baldwin Park Blvd 0.51 5,983 32 NP 25 JUSTIFIED 58 Garvey Ave Syracuse Ave to Tracy St 1.16 2,380 31 NP 25 JUSTIFIED Reducing the 85th percentile speed may be accomplished by implementing calming measures that reduce the speed of the motorists. There are a wide variety of calming measures that can be implemented on a segment to reduce the 85th percentile speed. Some examples of calming measures are curb extensions, chicanes, roundabouts, traffic circles, raised median, diverters, radar speed feedback signs, and speed humps. However, it should be noted that a calming measure may only be recommended and placed after a thorough investigation of the current geometric conditions and analyzing the level of service (LOS) of each segment by the engineer. As a result, a separate study must be implemented for each segment to warrant a specific calming measure to be placed. 2h ,\1=yi)}�l't}ii3i.. ittil `�Yt{t�4�i�C��tigtigtigtiq�:Ya at..-.ai49rtt,7}}'2�YA`,ti.S.Ct�{s�4��b 5�n yt.tl� 424JY .titi:,t..,it'}Y}\\l�l}\��ititt,...a„�,.s, .\l1'ttSaStiitl2'}4;,11 �7}�sie41}.}}, nil'YST�33S2�b`t``tiahh�{;113?.11,,... INFRASTRUCTURE 1.6 n� ENGINEERS 0� City of Baldwff in Parku PR Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Table 4: Survey Supports Current Posted Speed Limit — No Change � Length 85th Posted Recom'd No. Street Segment in Percentile Speed Speed Result Justification Miles ADT (mph) Limit Limit Olive St to Existing limit consistent with 85th percentile 3 Baldwin Park Blvd Los Angeles St 0.48 , 11,670 43 40 40 NO CHANGE Los Angeles St to Existing limit consistent with 85th percentile 4 Baldwin Park Blvd Ramona Blvd 0.43 12,844 41 40 40 NO CHANGE Ramona Blvd to Existing limit consistent with 85th percentile 5 Baldwin Park Blvd Merced Ave 0.55 14,529 41 40 40 NO CHANGE Francisquito Ave to Existing limit consistent with 85th percentile 7 Baldwin Park Blvd 1-10 0.34 21,948 38 40 40 NO CHANGE 1-10 to Existing limit consistent with 85th percentile 8 Baldwin Park Blvd South City Limit 0.36 25,696 37 40 40 NO CHANGE 1-10 to Existing limit consistent with 85th percentile 9 Bess Ave Baldwin Park Blvd 0.32 7,337 31 30 30 NO CHANGE Rivergrade Rd to Existing limit supported by 85th percentile 14 Commerce Dr Live Oak Ave 0.61 1,545 37 40 40 NO CHANGE Baldwin Park Blvd Existing limit supported by 85th percentile 17 Francisquito Ave to South City Limit 0.53 26,371 34 35 35 NO CHANGE Bess Ave to 18 Frazier St Francisquito Ave 0.71 5,500 38 35 35 NO CHANGE Existing limit supported by 85th percentile Rivergrade Rd to 20 Live Oak Ave Baldwin Park Blvd 0.55 28,483 43 45 45 NO CHANGE Existing limit supported by 85th percentile West City Limit to 21 Los Angeles St Center St 0.36 19,604 43 40 40 NO CHANGE Existing limit supported by 85th percentile Center St to Maine 22 Los Angeles St Ave 1.00 14,269 39 40 40 NO CHANGE Existing limit supported by 85th percentile Maine Ave to East 23 Los Angeles St City Limit 0.39 9,066 41 40 40 NO CHANGE Existing limit supported by 85th percentile Arrow Hwy to Olive 24 Maine Ave St 0.49 7,966 38 35 35 NO CHANGE Existing limit supported by 85th percentile Olive St to Los 25 Maine Ave Angeles St 0.49 11,302 33 35 35 NO CHANGE Existing limit supported by 85th percentile Los Angeles St to Existing limit supported by 85th percentile 26 Maine Ave Ramona Blvd 0.36 14,824 32 35 35 NO CHANGE INFRASTRUCTURE AwENGINEERS 17 %+ 0� City of Baldwff in Parku PR Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Table 4: Survey Supports Current Posted Speed Limit — No Change (Continued) � INFRA5TRUOTURE AwENGINEERS 18 %+ Length 85th Posted Recom'd No. Street Segment in Percentile Speed Speed Result Justification Miles ADT (mph) Limit Limit Pacific Ave to 27 Maine Ave Merced Ave 0.73 3,564 38 35 35 NO CHANGE Existing limit supported by 85th percentile Merced Ave to Existing limit supported by 85th percentile 28 Maine Ave Francisquito Ave 0.68 1 5,663 37 35 1 35 NO CHANGE Los Angeles St to 30 Merced Ave Ramona Blvd 0.60 7,133 37 35 35 NO CHANGE Existing limit supported by 85th percentile Ramona Blvd to 31 Merced Ave Baldwin Park Blvd 0.36 8,452 38 35 35 NO CHANGE Existing limit supported by 85th percentile Baldwin Park Blvd 32 Merced Ave to Vineland Ave 0.36 13,176 35 35 35 NO CHANGE Existing limit supported by 85th percentile Vineland Ave to 33 Merced Ave Puente Ave 0.34 12,216 36 35 35 NO CHANGE Existing limit supported by 85th percentile South City Limit to 38 Puente Ave Merced Ave 0.76 25,191 43 40 40 NO CHANGE Existing limit supported by 85th percentile Merced Ave to Root 39 Puente Ave St 0.87 12,031 42 40 40 NO CHANGE Existing limit supported by 85th percentile 1-605 to 41 Ramona Blvd Francisquito Ave 0.70 27,738 40 40 40 NO CHANGE Existing limit supported by 85th percentile Francisquito Ave to 42 Ramona Blvd Merced Ave 0.96 20,438 43 40 40 NO CHANGE Existing limit supported by 85th percentile Merced Ave to 43 Ramona Blvd Baldwin Park Blvd 0.45 24,456 39 40 40 NO CHANGE Existing limit supported by 85th percentile Baldwin Park Blvd 44 Ramona Blvd to Badillo St 0.56 19,038 33 35 35 NO CHANGE Existing limit supported by 85th percentile Puente St to 47 Root St East City Limit 0.33 6,146 41 40 40 NO CHANGE Existing limit supported by 85th percentile Los Angeles St to 50 Stewart Ave Ramona Blvd 0.52 2,255 33 30 30 NO CHANGE Existing limit supported by 85th percentile � INFRA5TRUOTURE AwENGINEERS 18 %+ 0� City of Baldwff in Parku PR Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Table 5: Survey Speeds Differ from Posted Speed, Limit Can be Justifie*,,,,, � Length 85th Posted Recom'd No. Street Segment in Percentile Speed Speed Result Justification Miles ADT (mph) Limit Limit Consistent posting with adjacent segment justifies reduction of 85th by 5 MPH. This is a Ramona Blvd to transition segment as it changes to 45 MPH as 1 Badillo St East City Limit 0.56 14,588 45 40 40 JUSTIFIED this street enters the City of West Covina Live Oak Ave to Consistent posting with adjacent segment 2 Baldwin Park Blvd Olive St 0.50 7,907 46 40 40 JUSTIFIED justified reduction of 85th by 5 MPH Merced Ave to Consistent posting with adjacent segment 6 Baldwin Park Blvd Francisquito Ave 0.66 17,775 44 40 40 JUSTIFIED justified reduction of 85th by 5 MPH Segment is within a residence district existing Syracuse Ave to speed limit prima facia 25 MPH CVC 10 Bess Ave Frazier St 0.48 3,411 30 25 25 JUSTIFIED 22352(b)(1) Segment is within a residence district existing speed limit prima facia 25 MPH CVC 11 Big Dalton Ave Pacific Ave to I-10 1.00 3,361 39 25 25 JUSTIFIED 22352(b)(1) Frazier St to Baldwir Two (2) uncontrolled crosswalk justifies 16 Francisquito Ave Park Blvd 0.34 14,339 40 35 35 JUSTIFIED reduction of 85th percentile by 5 MPH Segment is within a residence district existing Los Angeles St to speed limit prima facia 25 MPH CVC 19 Harlan Ave Ramona Blvd 0.72 3,510 37 25 25 JUSTIFIED 22352(b)(11). Root St to Two (2) uncontrolled crosswalk justifies 40 Puente Ave Ramona Blvd 0.51 4,815 35 30 30 JUSTIFIED reduction of 85th percentile by 5 MPH Badillo St to East Consistent with adjacent roadway segment 45 Ramona Blvd City Limit 0.42 5,576 42 35 35 JUSTIFIED justifies reduction of 85th by 5 MPH Brooks Dr to Live Segment is within a business district justifies 46 River rade Rd Oak Ave 0.74 10,542 51 45 45 JUSTIFIED reduction of 85th percentile by 5 MPH Live Oak Ave to Poor driveway visibility justifies reduction from 48 Stewart Ave Olive St 0.48 3,971 37 30 30 JUSTIFIED 85th by 5 MPH Olive St to Poor driveway visibility justifies reduction from 49 Stewart Ave Los Angeles St 0.48 2,254 34 30 30 JUSTIFIED 85th by 5 MPH Bess Ave to Two (2) uncontrolled crosswalk justifies 51 Syracuse Ave Ramona Blvd 0.49 3,745 35 30 30 JUSTIFIED reduction of 85th percentile by 5 MPH INFRASTRUCTURE AwENGINEERS 19 %+ 0f ff City of Baldwin Parku PR Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Table 5: Survey Speeds Differ from Posted Speed, Limit Can be Justified (Continue(i Figure 10. Referencing section 3.4.4 of the California Manual for Setting Speed Limits. � INFRASTRUCTURE AwENGINEERS 20 %+ Length 85th Posted Recom'd No. Street Segment in Percentile Speed Speed Result Justification Miles ADT (mph) Limit Limit Merced Ave to Uncontrolled crosswalk justifies reduction of 53 Vineland Ave Pacific Ave 0.67 4,609 37 30 30 JUSTIFIED 85th percentile by 5 MPH Pacific Ave to Consistent posting with adjacent segment 54 Vineland Ave Badillo St 0.41 3,524 36 30 30 JUSTIFIED *ustifies reduction of 85th by 5 MPH Uncontrolled crosswalk and segment is within Pacific Ave to business district justifies reduction of 85th 55 Bogart Ave Ramona Blvd 0.20 1,202 31 NP 25 JUSTIFIED percentile by 5 MPH Segment is within a residence district with an Pacific Ave to existing speed limit prima facia 25 MPH CVC 56 Downing Ave Ramona Blvd 0.25 1,571 34 NP 25 JUSTIFIED 22352 (b)(1) Frazier St/ Judith St to Segment is within a business district justifies 57 Dalewood St Baldwin Park Blvd 0.51 5,983 32 NP 25 JUSTIFIED reduction of 85th percentile by 5 MPH Segment is within a residence district existing Syracuse Ave to speed limit prima facia 25 MPH CVC 58 Garvey Ave Tracy St 1.16 2,380 31 NP 25 JUSTIFIED 22352(b)(1) Figure 10. Referencing section 3.4.4 of the California Manual for Setting Speed Limits. � INFRASTRUCTURE AwENGINEERS 20 %+ 0� City of Baldwin Park Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) Table 6: Survey Speeds Differ from Posted Speed, Limit Must be Increased Note: The U.S. Department of Transportation Federal Highway Administration has determined that placing speed limits below the 85 th percentile speed does not reduce vehicle speeds or accidents. While reaching their destination at the shortest possible time, the motorists select a speed to avoid endangering themselves, others, and their property. This speed traveled bythe motorists isdetermined bythe geometric conditions ofthe roadway. Length 85th Posted Recom'd No. Street Segment in Percentile Speed Speed Result Justification Miles ADT (mph) Limit Limit Uncontrolled crosswalk and high calculated Olive St to Los collision rate of 3.38 justify round down of 85th 12 Center St Angeles St 0.48 1,690 38 30 35 INCREASED percentile speed Los Angeles St to Consistent with adjacent roadway segments and 13 Center St Ramona Blvd 0.65 922 35 30 35 INCREASED supported by the 85th percentile speed 37 Pacific Ave Ramona Blvd to 0.36 18,588 36 40 35 DECREASED Uncontrolled crosswalk justifies round down of 15 Francisquito Ave Frazier St 0.48 10,732 43 35 1 40 INCREASED 85th percentile speed A high number of residential driveways and high Olive St to calculated collision rate of 5.15 justifies a 29 Merced Ave Los Angeles St 0.50 3,544 45 35 40 INCREASED reduction of 85th percentile by 5 MPH Uncontrolled crosswalk and high calculated West City Limit to collision rate of 2.26 justifies reduction of 85th 34 Olive St Baldwin Park Blvd 0.73 3,876 39 30 35 INCREASED percentile speed by 5 MPH Consistent with adjacent roadway segment Baldwin Park Blvd justifies reduction of 85 th percentile speed by 5 35 Olive St to East City Limit 1.23 7,065 41 30 35 INCREASED MPH South City Limit to Uncontrolled crosswalk justifies reduction of 52 Vineland Ave Merced Ave 0.91 5,858 39 30 35 INCREASED 85th percentile by 5 MPH Note: The U.S. Department of Transportation Federal Highway Administration has determined that placing speed limits below the 85 th percentile speed does not reduce vehicle speeds or accidents. While reaching their destination at the shortest possible time, the motorists select a speed to avoid endangering themselves, others, and their property. This speed traveled bythe motorists isdetermined bythe geometric conditions ofthe roadway. uoruRs �L ��=ENG|NEERS �� Length 85th Posted Recom'd No. Street Segment in Percentile Speed Speed Result Justification Miles ADT (mph) Limit Limit A new lane configuration with bike lanes has Ramona Blvd to Big reduced the 85th percentile speed. Justifies 36 Pacific Ave Dalton Ave 0.43 17,905 37 40 35 DECREASED lowering posted speed by 5 MPH. A new lane configuration with bike lanes has Big Dalton Ave to reduced the 85th percentile speed. Justifies 37 Pacific Ave South City Limit 0.36 18,588 36 40 35 DECREASED lowering posted speed by 5 MPH uoruRs �L ��=ENG|NEERS �� City ! r f Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic SU ey } k##±2k(»� ±« # 2\7 / \fVETO 1? 7 2 k a » eu u / A ENGINEERS CITY OF BALDWIN PARK DATE: 05/27/21 DAY: Thursday TIME PERIOD: 11:54AM TO 12:21 PM FOR ROADWAY: BADILLO STREET TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND��® LIMITS (BTN): RAMONA BLVD AND EAST CITY LIMIT 65 64 OBSERVATION POINT: 15285 BADILLO ST 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000001 000 41 000 40 39 f3f3f3f3f3f3f3E3E3E3E3E3E311111111111 38 50TH %: 40 39 39 M.P.H. 37 IIIIIIIINIIIIIII 36 15TH %: 34 33 33 M.P.H. 35 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM 0M0 10 MPH PACE: 34 - 43 34 - 43 34 - 43 M.P.H. 33 32 % IN PACE: 58% 62% 31 —65% 30 % OVER PACE: 22% 23% 23% 29 28 % UNDER PACE: 27 26 ARITHMETIC MEAN: 40 39 39 M.P.H. 25 24 SAMPLE VARIANCE: 28 40 34 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.25 0.36 0.15 19 18 STD. ERROR OF THE MEAN: 0.50 0.60 0.39 M.P.H. 17 16 1131 1131 226 CITY OF BALDWIN PARK DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 12:35PM TO 1:02PM FOR ROADWAY: BALDWIN PARK BOULEVARD TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): FRANCISQUITC, AVE AND 1-10 65 64 OBSERVATION POINT: 3119 BALDWIN PARK BLVD 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 E3E3E3E3E3E3E3E3E3000000000000000000onI 0Md� 185TH %: 39 38 38 M.P.H. 39 ©OO 38 50TH %: 27 31 30 M.P.H. 37 36 15TH %: 22 26 24 M.P.H. 35 34 10 MPH PACE: 23 - 32 25 - 34 24 - 33 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM 0®0 % IN PACE: 58% 68% 62% 31 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E2f3f3mmmmmmmmmlI 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000001 MM % OVER PACE: 24% 26% 25% 29 MM0 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000 000 % UNDER PACE: 27 M©0 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E31 MM� ARITHMETIC MEAN: 29 32 31 M.P.H. 25 000 24 SAMPLE VARIANCE: 62 36 50 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.47 0.28 0.19 19 18 STD. ERROR OF THE MEAN: 0.69 0.53 0.44 M.P.H. 17 16 1311 1301 261 CITY OF BALDWIN PARK DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 2:08PM TO 2:32PM FOR ROADWAY: BALDWIN PARK BOULEVARD TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): 1-10 AND SOUTH CITY LIMIT 65 64 OBSERVATION POINT: 957 BALDWIN PARK BLVD 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 38 36 37 M.P.H. 39 38 50TH %: 32 31 31 M.P.H. 37 36 15TH %: 27 27 27 M.P.H. 35 34 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM MM0 % IN PACE: 68% 78% 73% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000001 MM % OVER PACE: 28% 19% 24% 29 MM0 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000 M00 % UNDER 27 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E2§§§§§§§§§I MM� 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM 0M0 ARITHMETIC MEAN: 33 31 32 M.P.H. 25 MM© 24 SAMPLE VARIANCE: 27 20 24 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.22 0.17 0.10 19 18 STD. ERROR OF THE MEAN: 0.47 0.42 17 16 1201 1151 235 CITY OF BALDWIN PARK • ..PERIOD:- FOR ROADWAY: BALDWIN PARK BOULEVARD TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): LIVE OAK AVE AND OLIVE ST 65 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 OBSERVATION POINT: 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 •• OBSERVER: -• 60 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000COMMENTS: WEATHER: SUNNY 58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD SURFACE:. - 56 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD CONDITION: - 54 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION•. RADAR 52 000 51 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© so ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ OOO 49 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© -46 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ 0©d 47 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ ©00 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ O©© 45 ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ OO® 44 ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ OO® NORTHBOUND SOUTHBOUND:. :. . 42 ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ O©® 41 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ ®00 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ 000 39 ©©©©©©©©©©©©©©©©©©©©■■■■■■■■■■ ®0� ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ OD® 37 ©©©©©©©©©©©©©©©©©©©■■■■■■■■■■■ ®00 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ 000 35 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ O©0 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ OOO10 MPH 33 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ ©O© ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ O©d 31 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ ©00 - 29 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 UNDER - 0% 27 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 - 25 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000SAMPLE VARIANCE: 33 29 32 23 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STANDARD. 21 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000VARIANCE • 0.32 0.28 • . 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STD. ERROR. • . 0.53 - 17 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 104 1 104 1 208 CITY • BALDWIN PARK DATE: • DAY: Wednesday TIME PERIOD: 11:26AM TO 11:48AM FOR ROADWAY: BALDWIN PARK BOULEVARD TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD 65 64 OBSERVATION POINT: 4234 BALDWIN PARK BLVD 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 • WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 39 38 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM 0®0 50TH %: 35 37 36 M.P.H. 37 0®® 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM 0M0� 15TH %: 31 32 32 M.P.H. 35 M 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM 000 10 MPH PACE: 31 - 40 33 - 42 31 - 40 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM 00® 31 30 % OVER PACE: 11% 12% 15% 29 28 % UNDER PACE: 16% 9% 27 —10% 26 ARITHMETIC MEAN: 35 37 36 M.P.H. 25 24 SAMPLE VARIANCE: 17 30 24 23 22 STANDARD DEVIATION: 21 20 VARIANCE • THE MEAN: 0.16 • 0.11 19 18 STD. ERROR OF THE MEAN: 0.39 • 0.33 M.P.H. 17 16 1071 1061 213 CITY OF BALDWIN PARK 05/26/21 DAY: WednesdayDATE: PERIOD: FOR ROADWAY: BALDWIN PARK BOULEVARD NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): MERCED AVE AND FRANCISQUITO AVE 65 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 OBSERVATION POINT: . . 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 • . OBSERVER: - • 60 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000COMMENTS: WEATHER: SUNNY 58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD - DRY 56 000 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD . . - 54 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION.. RADAR 52 000 51 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 so ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 48 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 46 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ 000 45 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ O©© 44 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ ©00 43 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ D0� : • : • : • : • 42 ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ OD® 41 ©©©©©©©©©©©©©©©©©©■■■■■■■■■■■■ ®©0 40 ©©©©©©©©©©©©©©©■■■■■■■■■■■■■■■ 0©® 39 ©©©©©©©©©©©©©©©©©©©©©©■■■■■■■■ Om® 38 ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ 000 - 37 ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ 00® 36 ©©©©©©©©©©©©©©©©©©©■■■■■■■■■■■ Om0 35 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ ©00 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ 00010 MPH 33 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ ©00 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ OOO 31 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ ©00 29 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ ©00 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ D©© ' PACE: 27 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000ARITHMETIC MEAN: 40 38 39 M.P.H. 25 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000SAMPLE VARIANCE: 27 27 28 23 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STANDARD. 21 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0. 4 219 0.12 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STD. ERROR . 0.47 0.49 17 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 119 1 112 1 231 CITY OF BALDWIN PARK DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 10:52AM TO 11:22AM FOR ROADWAY: BALDWIN PARK BOULEVARD NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): OLIVE ST AND LOS ANGELES ST 65 64 OBSERVATION POINT: 4711 BALDWIN PARK BLVD 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 42 E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000 41 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3§11111111 39 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3mmmmmmmmmmmmI 38 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM M��I 50TH %: 39 39 39 M.P.H. 37 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E2E3f3f3f3f3§§§§ 35 33 31 29 27 26 ARITHMETIC MEAN: 39 39 39 M.P.H. 25 24 SAMPLE VARIANCE: 33 25 29 23 22 STANDARD DEVIATION: 6 5 5 M.P.H. 21 20 VARIANCE OF THE MEAN: 0,31 1,24 0,14 19 17 16 1061 105 | 211 CITY OF BALDWIN PARK DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 11:53AM TO 12:10PM FOR ROADWAY: BALDWIN PARK BOULEVARD NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): RAMONA BLVD AND MERCED AVE 65 64 OBSERVATION POINT: 3876 BALDWIN PARK BLVD 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 42 41 39 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000SM MM�I 15TH %: 30 31 30 M.P.H. 35 M 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM M��I 10 MPH PACE: 32 - 41 31 - 40 31 - 40 M.P.H. 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000 M��I % IN PACE: 72% 67% 69% 31 29 27 26 ARITHMETIC MEAN: 35 36 36 M.P.H. 25 24 SAMPLE VARIANCE: 22 29 26 23 22 STANDARD DEVIATION: 5 5 5 M.P.H. 21 20 VARIANCE OF THE MEAN: 0.20 0.27 0.12 19 17 16 1061 107 | 213 CITY OF BALDWIN PARK DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 9:01AM TO 9:37AM FOR ROADWAY: BESS AVENUE NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): 1-10 AND BALDWIN PARK BLVD 65 64 OBSERVATION POINT: 13050 BESS AVE 63 62 61 POSTED SPEED LIMIT: 30 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 11 11, 43 1 P 11 42 41 40 39 38 50TH %: 26 26 26 M.P.H. 37 36 15TH %: 22 23 23 M.P.H. 35 34 10 MPH PACE: 22 - 31 23 - 32 22 - 31 M.P.H. 33 32 % IN PACE: 70% 90% 80% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000SM MM0 % OVER PACE: 19% 3% 12% 29 MM� 28 % UNDER PACE: 27 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3 Mm® ARITHMETIC MEAN: 27 27 27 M.P.H. 25 MM0 24 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM MM® SAMPLE VARIANCE: 26 10 18 23 M 22 STANDARD DEVIATION: 5 3 4 M.P.H. 21 20 VARIANCE OF THE MEAN: 0.25 0.09 0.08 19 18 STD. ERROR OF THE MEAN: 0.50 0.29 0.28 M.P.H. 17 16 105 1 119 1 224 CITY OF BALDWIN PARK FOR ROADWAY: BESS AVENUE 1031 1681 271 DATE: 06/02/21 DAY: Wednesdav TIME PERIOD: 9:46AM TO 10:54AM LIMITS (BTN): SYRACUSE AVE AND FRAZIER ST OBSERVATION POINT: 12918 BESS AVE POSTED SPEED LIMIT: 25 MPH COMMENTS: This street segment took additional time to attain the 100 samples in each direction. It took one hour and eight minutes. OBSERVER: TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND64 WEATHER: SUNNY ROAD SURFACE: 65 ����■■■■����������������■���■� 000 DATA COLLECTION METHOD: RADAR 50TH %: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 26 M.P.H. 63 19 21 21 M.P.H. 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 20 - 29 M.P.H. 61 67% 79% 74% '58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 59 18% 15% 17% E ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 57 15% 6% 9% 56 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 26 M.P.H. 55 31 16 22 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 5 M.P.H. 53 0.30 0.10 0.08 52 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.28 M.P.H. 51 '48 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 46 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 45 44 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 43 42 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 41 '38 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 39 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 37 36 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 35 34 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 33 32 ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ ©0® 31 '29 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ 00� 28 ©©©©©©©©©©©©©©©©©©©©©©©©©©©©■■ MM� 27 ©©©©©©©©©©©©©©©©©©©mmmmmmmmmlI ©®� 26 ©©©©©©©©©©©©©©©©©©©©©©©©©©©©©■ 0®� 25 ©©©©©©©©©©©©©©©©©©©©©mmmmmmmoI 0®® 24 ©©©©©©©©©©©©©©©©©©©©©©©©©■■■■■ m®® 23 MM� 22 ©©©©©©©©©©©©©©©©■■■■■■■■■■■■■■ ©0� 21 ©©©©©©©©©©©©©©©©mmmmmmmmmmmmmI 0®� '19 ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ ®0® 18 17 16 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 1031 1681 271 DATE: 06/02/21 DAY: Wednesdav TIME PERIOD: 9:46AM TO 10:54AM LIMITS (BTN): SYRACUSE AVE AND FRAZIER ST OBSERVATION POINT: 12918 BESS AVE POSTED SPEED LIMIT: 25 MPH COMMENTS: This street segment took additional time to attain the 100 samples in each direction. It took one hour and eight minutes. OBSERVER: CARLOS WEATHER: SUNNY ROAD SURFACE: DRY ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 85TH %: 30 30 30 M.P.H. 50TH %: 25 26 26 M.P.H. 15TH %: 19 21 21 M.P.H. 10 MPH PACE: 20 - 29 20 - 29 20 - 29 M.P.H. P % IN PACE: 67% 79% 74% A C % OVER PACE: 18% 15% 17% E % UNDER PACE: 15% 6% 9% ARITHMETIC MEAN: 26 26 26 M.P.H. SAMPLE VARIANCE: 31 16 22 STANDARD DEVIATION: 6 4 5 M.P.H. VARIANCE OF THE MEAN: 0.30 0.10 0.08 STD. ERROR OF THE MEAN: 0.55 0.31 0.28 M.P.H. CITY OF BALDWIN PARK FOR ROADWAY: BOGART AVENUE 103 1 109 1 212 DATE: 06/09/21 DAY: Wednesday TIME PERIOD: 11:53AM TO 2:13PM LIMITS (BTN): PACIFIC AVE AND RAMONA BLVD OBSERVATION POINT: PARKING STRUCTURE FOR METROLINK/FRONTIER COMMUNICATION EMPLOYEE PARKING LOT COMMENTS: This street segment took additional time to attain 100 samples in each direction. It took two hours and 20 minutes. OBSERVER: TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND64 WEATHER: SUNNY ROAD SURFACE: 65 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION METHOD: RADAR 15TH %: * ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 20 M.P.H. 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 20 - 29 M.P.H. 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 70% 61 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 20% 59 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 % UNDER PACE: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 10% 57 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 26 M.P.H. 56 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 29 55 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 5 M.P.H. 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.14 53 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.37 M.P.H. 52 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 51 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '48 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 46 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 45 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 44 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 43 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 42 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 41 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '38 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 39 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 37 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ DO© 36 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©0 35 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 34 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ ®0© 33 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 32 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 31 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '28 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ ©0© 29 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ ©0� ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ 00® 27 ©©©©©©©©©©©©©©©©■■■■■■■■■■■■■■ 0®� 26 ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ 00® 25 ©©©©©©©©©©©©©©©©©©©©©©■■■■■■■■ mm® 24 ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ ©M� 23 MM� 22 ©©©©©©©©©©©©©©©©©©©■■■■■■■■■■■ ©®� 21 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ ©QO '18 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ ©0� 19 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ ©0� ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ ©©0 17 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©00 16 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 103 1 109 1 212 DATE: 06/09/21 DAY: Wednesday TIME PERIOD: 11:53AM TO 2:13PM LIMITS (BTN): PACIFIC AVE AND RAMONA BLVD OBSERVATION POINT: PARKING STRUCTURE FOR METROLINK/FRONTIER COMMUNICATION EMPLOYEE PARKING LOT COMMENTS: This street segment took additional time to attain 100 samples in each direction. It took two hours and 20 minutes. OBSERVER: CARLOS WEATHER: SUNNY ROAD SURFACE: DRY ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 85TH %: 34 30 31 M.P.H. 50TH %: 25 25 25 M.P.H. 15TH %: * 19 21 20 M.P.H. 10 MPH PACE: 21 - 30 20 - 29 20 - 29 M.P.H. P % IN PACE: 64% 76% 70% A C % OVER PACE: 19% 17% 20% E % UNDER PACE: 17% 6% 10% ARITHMETIC MEAN: 26 26 26 M.P.H. SAMPLE VARIANCE: 36 22 29 STANDARD DEVIATION: 6 5 5 M.P.H. VARIANCE OF THE MEAN: 0.35 0.20 0.14 STD. ERROR OF THE MEAN: 0.59 0.45 0.37 M.P.H. CITY OF BALDWIN PARK FOR ROADWAY: CENTER STREET 101 1 108 1 209 DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 2:35PM TO 4:26PM LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD OBSERVATION POINT: 4073 CENTER ST POSTED SPEED LIMIT: 30 MPH COMMENTS: This street segment took additional time to attain 100 samples in each direction. It took one hour and 51 minutes. OBSERVER: TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND64 WEATHER: SUNNY ROAD SURFACE: 65 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION METHOD: RADAR 15TH %: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 23 M.P.H. 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 23 - 32 M.P.H. 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 66% 61 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 26% 59 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 % UNDER PACE: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 9% 57 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 29 M.P.H. 56 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 26 55 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 5 M.P.H. 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.13 53 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.35 M.P.H. 52 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 51 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '48 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 46 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 45 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 44 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 43 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 42 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© 41 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© '38 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 39 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0® 37 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ 00© 36 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ ©0© 35 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©QO 34 ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ ©0® 33 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ ©QO 32 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ ®©0 31 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ ©©0 ' ©©©©©©©©©©©©©©©©©©©■■■■■■■■■■■ 0M� ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ M0� 28 ©©©©©©©©©©©©©©©■■■■■■■■■■■■■■■ M0® 27 ©©©©©©©©©©©©©©©©©©©©©©■■■■■■■■ ®m® 26 ©©©©©©©©©©©©©©■■■■■■■■■■24 ■■■■■■ ®0� 25 ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ ©0® ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ M0� ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ M©® 22 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ 0©© 21 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ 0©0 '18 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 17 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 101 1 108 1 209 DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 2:35PM TO 4:26PM LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD OBSERVATION POINT: 4073 CENTER ST POSTED SPEED LIMIT: 30 MPH COMMENTS: This street segment took additional time to attain 100 samples in each direction. It took one hour and 51 minutes. OBSERVER: CARLOS WEATHER: SUNNY ROAD SURFACE: DRY ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 85TH %: 34 36 35 M.P.H. 50TH %: 28 29 28 M.P.H. 15TH %: 23 24 23 M.P.H. 10 MPH PACE: 23 - 32 24 - 33 23 - 32 M.P.H. P % IN PACE: 67% 67% 66% A C % OVER PACE: 25% 26% E —21% % UNDER PACE: 12% 8% 9% ARITHMETIC MEAN: 28 30 29 M.P.H. SAMPLE VARIANCE: 26 26 26 STANDARD DEVIATION: 5 5 5 M.P.H. VARIANCE OF THE MEAN: 0.26 0.24 0.13 STD. ERROR OF THE MEAN: 0.51 0.49 0.35 M.P.H. CITY OF BALDWIN PARK FOR ROADWAY: COMMERCE DRIVE 91 1 105 1 196 DATE: 06/03/21 DAY: Thursdav TIME PERIOD: 9:OOAM TO 10:54AM LIMITS (BTN): RIVERGRADE RD AND LIVE OAK AVE OBSERVATION POINT: 5051 COMMERCE DR POSTED SPEED LIMIT: 40 MPH COMMENTS: This street segment took additional time to attain 100 samples in one direction. It took one hour and 54 minutes. OBSERVER: TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND64 WEATHER: SUNNY ROAD SURFACE: 65 ����■■■■����������������■���■� 000 DATA COLLECTION METHOD: RADAR 50TH %: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 31 M.P.H. 63 26 27 27 M.P.H. 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 27 - 36 M.P.H. 61 75% 70% 69% '58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 59 19% 20% 17% E ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 57 7% 10% 14% 56 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 32 M.P.H. 55 20 23 23 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 5 M.P.H. 53 0.22 0.22 0.12 52 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.34 M.P.H. 51 '48 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 46 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 45 44 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 43 42 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©® 41 40 39 38 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ ©0� 37 36 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ 0®� 35 34 ©©©©©©©©©©©©©©©©©©■■■■■■■■■■■■ M0� 33 32 ■■■■ ©©©©©©©©©©©©©©©©©■■■■■■■■■31 ®0� ' ©©©©©©©©©©©©©©©©©©■■■■■■■■■■■■ M0� 28 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ M©© 27 26 ■■■■■■ ©©©©©©©©©©■■■■■■■■■■■■■■25 00� 24 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ ©00 23 22 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 21 '18 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 17 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 91 1 105 1 196 DATE: 06/03/21 DAY: Thursdav TIME PERIOD: 9:OOAM TO 10:54AM LIMITS (BTN): RIVERGRADE RD AND LIVE OAK AVE OBSERVATION POINT: 5051 COMMERCE DR POSTED SPEED LIMIT: 40 MPH COMMENTS: This street segment took additional time to attain 100 samples in one direction. It took one hour and 54 minutes. OBSERVER: CARLOS WEATHER: SUNNY ROAD SURFACE: DRY ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 85TH %: 35 38 37 M.P.H. 50TH %: 30 32 31 M.P.H. 15TH %: 26 27 27 M.P.H. 10 MPH PACE: 25 - 34 27 - 36 27 - 36 M.P.H. P % IN PACE: 75% 70% 69% A C % OVER PACE: 19% 20% 17% E % UNDER PACE: 7% 10% 14% ARITHMETIC MEAN: 31 33 32 M.P.H. SAMPLE VARIANCE: 20 23 23 STANDARD DEVIATION: 4 5 5 M.P.H. VARIANCE OF THE MEAN: 0.22 0.22 0.12 STD. ERROR OF THE MEAN: 0.47 0.47 0.34 M.P.H. CITY OF BALDWIN PARK FOR ROADWAY: DOWNING AVENUE 104 1 111 1 215 DATE: 06/09/21 DAY: Wednesday TIME PERIOD: 2:17PM TO 4:04PM LIMITS (BTN): PACIFIC AVE AND RAMONA BLVD OBSERVATION POINT: DOWNING AVE/CENTRAL AVE COMMENTS: This street segment took additional time to attain 100 samples in each direction. It took one hour and 47 minutes. OBSERVER: TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND64 WEATHER: SUNNY ROAD SURFACE: 65 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION METHOD: RADAR 15TH %: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 20 M.P.H. 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 20 - 29 M.P.H. 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 57% 61 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 28% 59 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 % UNDER PACE: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 14% 57 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 26 M.P.H. 56 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 42 55 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 7 M.P.H. 54 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.20 53 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.44 M.P.H. 52 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 51 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '48 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 46 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 45 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 44 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 43 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 42 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 41 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© '38 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 39 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 37 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ ©00 36 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 35 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ 0©0 34 33 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ 00� 32 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ 0©0 31 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ ©0© '28 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ 0©© 29 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 00� ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ ®0® 27 ©©©©©©©©©©©©©©©©■■■■■■■■■■■■■■ ©0� 26 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ®00 25 ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ 00® 24 ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ ®0® 23 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ Om� 22 ©©©©©©©©©©©©©©©■■■■■■■■■■■■■■■ M0® 21 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©QO 20 19 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© 18 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ 0©0 17 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ 0©0 16 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ o©a 104 1 111 1 215 DATE: 06/09/21 DAY: Wednesday TIME PERIOD: 2:17PM TO 4:04PM LIMITS (BTN): PACIFIC AVE AND RAMONA BLVD OBSERVATION POINT: DOWNING AVE/CENTRAL AVE COMMENTS: This street segment took additional time to attain 100 samples in each direction. It took one hour and 47 minutes. OBSERVER: CARLOS WEATHER: SUNNY ROAD SURFACE: DRY ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 85TH %: 35 33 34 M.P.H. 50TH %: 27 25 26 M.P.H. 15TH %: 20 18 20 M.P.H. 10 MPH PACE: 22 - 31 20 - 29 20 - 29 M.P.H. P % IN PACE: 55% 59% 57% A C % OVER PACE: 27% 23% 28% E % UNDER PACE: 18% 17% 14% ARITHMETIC MEAN: 27 25 26 M.P.H. SAMPLE VARIANCE: 50 34 42 STANDARD DEVIATION: 7 6 7 M.P.H. VARIANCE OF THE MEAN: 0.48 0.29 0.20 STD. ERROR OF THE MEAN: 0.69 0.54 0.44 M.P.H. CITY • BALDWIN PARK DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 1:48PM TO 2:04PM •- ROADWAY: FRANCISQUITO AVENUE NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): BALDWIN PARK BLVD AND SOUTH CITY LIMIT 65 64 OBSERVATION POINT: SIERRA CENTER/TARGET PARKING LOT 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 • WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 11 43 1 P 42 41 40 39 38 50TH %: 31 30 37 36 15TH %: 28 26 27 M.P.H. 35 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM 000 10 MPH PACE: 25 - 34 26 - 35 25 - 34 M.P.H. 33 M0® 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000 M0® % IN PACE: 89% 86% 86% 31 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E2f3f31311111 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30MMEM MM® % OVER PACE: 11% 7% 11% 29 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3mmmm§§§I MM® 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000001 M % UNDER • 0% 27 MM® 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000 MM® ARITHMETIC MEAN: 31 30 30 M.P.H. 25 24 SAMPLE VARIANCE: 10 11 10 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.09 0.10 0.05 19 18 STD. ERROR OF THE MEAN: 0.30 0.31 0.22 M.P.H. 17 16 10711151 222 CITY OF BALDWIN PARK DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 2:08PM TO 2:25PM FOR ROADWAY: FRANCISQUITO AVENUE NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): FRAZIER ST AND BALDWIN PARK BLVD 65 64 OBSERVATION POINT: 13529 FRANCISQUITO AVE 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 42 41 40 F8 5 T H Ole-, 41 40 40 M.-P. -H. 39 38 50TH %: 35 36 36 M.P.H. 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM MM0 15TH %: 31 31 31 M.P.H. 35 M 34 M00 10 MPH PACE: 32 - 41 31 - 40 30 33 MM� 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000 MO® % IN PACE: 72% 73% 72% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM % OVER PACE: 9% 15% 22% 29 M©© 28 % UNDER PACE: 27 26 ARITHMETIC MEAN: 35 36 36 M.P.H. 25 24 SAMPLE VARIANCE: 24 25 25 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.22 0.23 0.11 19 18 STD. ERROR OF THE MEAN: 0.47 0.48 0.34 M.P.H. 17 16 11011071 217 CITY OF 05/25/21 DAY: TuesdayDATE: PERIOD: FOR ROADWAY: • • AVENUE NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): RAMONA BLVD AND FRAZIER ST 65 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 OBSERVATION POINT: • • AVE 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 • . OBSERVER: - • 60 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000COMMENTS: 58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD - DRY 56 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD . . - 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION.. RADAR 52 000 51 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 so ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 48 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ D©© 47 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 46 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 45 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© 44 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ ©00 43 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 000 : • : • : • : • 42 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ 000 41 ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ 000 0 ©©©©©©©©©©©©©©©©©©©■■■■■■■■■■■ ©®0 39 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ 000 38 ©©©©©©©©©©©©©©©©©©©■■■■■■■■■■■ ©®0 37 ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ 00® 36 ©©©©©©©©©©©©©©©■■■■■■■■■■■■■■■ 0©® 35 ©©©©©©©©©©©©©©©■■■■■■■■■■■■■■■ O©® ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 00010 MPH 33 ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ DO® 0% 76% 31 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ ©00 29 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ D©© ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ' PACE: 27 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000ARITHMETIC MEAN: 38 38 38 M.P.H. 25 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 • 24 23 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STANDARD. 21 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STD. ERROR . 0.43 4 0.317 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 104 1 107 1 211 CITY OF BALDWIN PARK DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 10:57AM TO 12:03PM FOR ROADWAY: FRAZIER STREET TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): BESS AVE AND FRANCISQUITO AVE 65 64 OBSERVATION POINT: 3047 FRAZIER ST 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 36 40 38 M.P.H. 39 38 E3E3E3E3E3E3E3E3E3E3E3E30000000000000000SM M0® 50TH %: 31 35 33 M.P.H. 37 0 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000SM 15TH %: 25 29 27 M.P.H. 35 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM 10 MPH PACE: 27 - 36 32 - 41 29 - 38 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000SM % IN PACE: 31 —70% 30 E3E3E3E3E3E3E3E3E3E3E3E30000000000000000SM % OVER PACE: 11% 9% 14% 29 28 % UNDER PACE: 27 26 ARITHMETIC MEAN: 31 34 33 M.P.H. 25 24 SAMPLE VARIANCE: 21 30 29 23 22 STANDARD DEVIATION: 5 5 5 M.P.H. 21 20 VARIANCE OF THE MEAN: 0.21 0.22 0.12 19 18 STD. ERROR OF THE MEAN: 0.46 0.47 17 16 1031 1381 241 CITY OF BALDWIN PARK FOR ROADWAY: FRAZIER STREET/DALEWOOD STREET 232 1 102 1 334 DATE: 06/03/21 DAY: Thursday TIME PERIOD: 9:01AM TO 10:29AM LIMITS (BTN): JUDITH ST AND BALDW IN PARK BLVD OBSERVATION POINT: LEORITA ST/DALEWOOD ST COMMENTS: This street segment took additional time to attain 100 samples in each direction. It took one hour and 28 minutes. EASTBOUND OBSERVER: CARLOS WEATHER: PARTLY CLOUI ROAD SURFACE: DRY ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR WESTBOUND EASTBOUND+WESTBOUND 85TH %: TOTAL VEHICLES SURVEYED 32 32 M.P.H. 50TH %: EASTBOUND+WESTBOUND mm 28 M.P.H. 65 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 23 M.P.H. 64 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 22 - 31 M.P.H. 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 80% 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 61 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 18% '58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 59 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 2% ARITHMETIC MEAN: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 28 M.P.H. 57 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 17 56 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 4 M.P.H. 55 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.05 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.22 M.P.H. 53 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 52 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 51 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '48 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 46 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 45 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 44 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 43 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 42 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 41 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© '38 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 39 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 37 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ ©©0 36 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 35 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 0©� 34 33 32 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 00� 31 ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ ®0® ' ©©©©©©©©©©©©©©©©©©©©©©©©©©©©■■ M®� 29 ©©©©©©©©©©©©©©©©©©©©©©©©©©©©■■ =M� 28 ©©©©©©©©©©©©©©©©©©©©©©©©©©©©©Ei m®® 27 ©©©©©©©©©©©©©©©©©©©©©©©©©©©©©CiMM® 26 ©©©©©©©©©©©©©©©©©©©©©©©©©©©©■■ m®� 25 ©©©©©©©©©©©©©©©©©©©©©©©©©©©©©CiMMm 24 ©©©©©©©©©©©©©©©©©©©©©©©■■■■■■■ M0® 23 ©©©©©©©©©©©©©©©©©©©©©©©©■■■■■■ M©� 22 ©©©©©©©©©©©©©©©©©©©■■■■■■■■■■■ M0� 21 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©00 '18 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 17 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 232 1 102 1 334 DATE: 06/03/21 DAY: Thursday TIME PERIOD: 9:01AM TO 10:29AM LIMITS (BTN): JUDITH ST AND BALDW IN PARK BLVD OBSERVATION POINT: LEORITA ST/DALEWOOD ST COMMENTS: This street segment took additional time to attain 100 samples in each direction. It took one hour and 28 minutes. EASTBOUND OBSERVER: CARLOS WEATHER: PARTLY CLOUI ROAD SURFACE: DRY ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR WESTBOUND EASTBOUND+WESTBOUND 85TH %: 32 32 32 M.P.H. 50TH %: 27 28 28 M.P.H. 15TH %: 23 25 23 M.P.H. 10 MPH PACE: 22 - 31 24 - 33 22 - 31 M.P.H. P % IN PACE: 79% 86% 80% A C % OVER PACE: 19% 9% 18% E % UNDER PACE: 3% 5% 2% ARITHMETIC MEAN: 28 28 28 M.P.H. SAMPLE VARIANCE: 19 11 17 STANDARD DEVIATION: 4 3 4 M.P.H. VARIANCE OF THE MEAN: 0.08 0.11 0.05 STD. ERROR OF THE MEAN: 0.29 0.33 0.22 M.P.H. CITY OF BALDWIN PARK DATE: 06/03/21 DAY: Thursday TIME PERIOD: 10:38AM TO 11:39AM FOR ROADWAY: GARVEY AVENUE TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND LIMITS (BTN): SYRACUSE AVE AND TRACY ST 65 64 OBSERVATION POINT: FAIRGROVE AVE/GARVEY AVE 63 62 61 POSTED SPEED LIMIT: NOT POSTED OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: PARTLY SUNN' 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 41 40 185TH %: 33 30 31 M.P.H. 39 38 50TH %: 26 25 26 M.P.H. 37 36 15TH %: 22 21 21 M.P.H. 35 34 10 MPH PACE: 21 - 30 33 32 % IN PACE: 79% 75% 31 —72% 30 % OVER PACE: 24% 10% 17% 29 28 % UNDER PACE: 27 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM ARITHMETIC MEAN: 27 25 26 M.P.H. 25 f3f3f3f3f3f3f3E3E3E3E3E3E3lMlMi2E3E3E3E3E3E3§§§§ 24 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM M®0 SAMPLE VARIANCE: 30 16 24 23 M 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.28 0.15 0.11 19 18 STD. ERROR OF THE MEAN: 0.53 0.39 0.34 M.P.H. 17 16 104 1 107 1 211 CITY OF BALDWIN PARK DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 1:29PM TO 2:32PM FOR ROADWAY: HARLAN AVENUE NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD 65 64 OBSERVATION POINT: 4111 HARLAN AVE 63 62 61 POSTED SPEED LIMIT: 25 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 42 41 40 39 38 E3E3E3E3E3E3E300000000000000000000MEN M0© 50TH %: 32 33 33 M.P.H. 37 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3f3f3f3§§§§ 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM 00015TH %: 28 28 28 M.P.H. 35 M 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000000SM 000 PH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 MM0 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000 00® % IN PACE: 79% 68% 74% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000SM % OVER PACE: 9% 20% 14% 29 MM0 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000001 ©00% UNDER PACE: 27 M©© 26 E3E3E300000000000000000000000 M©© ARITHMETIC MEAN: 32 33 33 M.P.H. 25 M©0 24 SAMPLE VARIANCE: 21 26 24 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.17 0.26 0.11 19 18 STD. ERROR OF THE MEAN: 0.42 0.51 0.33 M.P.H. 17 16 123 1 102 1 225 CITY OF 05/26/21 DAY: WednesdayDATE: PERIOD:•OO FOR ROADWAY: OAK AVENUE TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND =ME LIMITS (BTN): RIVERGRADE RD AND BALDWIN PARK BLVD ■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 OBSERVATION POINT: OAK AVE 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 • . OBSERVER: - • 60 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000COMMENTS: 58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD - DRY 56 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD . . - 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION.. RADAR 52 000 51 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 so ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©D© 49 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 48 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©D© 47 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©D© 46 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©00 45 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ OOO 44 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ ®D© 43 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ O©d :. :. :. :. 42 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ OOO 41 ©©©©©©©©©©©©©©©©©©■■■■■■■■■■■■ m00 40 ©©©©©©©©©©©©©©©©©©©©©©©©©©■■■■ ®®�I 39 ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ O©© 38 ©©©©©©©©©©©©©©©©©©■■■■■■■■■■■■ Om0 37 ©©©©©©©©©©©©©©©©©©©©■■■■■■■■■■ ®0� 36 ©©©©©©©©©©©©©©©©©©©©©©©©©■■■■■ 0®® ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ ©O® 34 ©©©©©©©©©©©©©©©©©©©©©■■■■■■■■■ ®m® 10 MPH ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 000 32 ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ 0®0 31 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 0OO ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■000 OVER 0•. 29 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ' PACE: 27 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000ARITHMETIC MEAN: 39 37 38 M.P.H. 25 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000SAMPLE VARIANCE: 25 16 21 23 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STANDARD. 21 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.14 0.09 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STD. ERROR . 0.47 0 17 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 112 1 120 1 232 CITY OF BALDWIN PARK DATE: 05/27/21 DAY: Thursday TIME PERIOD: 1:57PM TO 2:18PM FOR ROADWAY: LOS ANGELES STREET TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND =ME LIMITS (BTN): CENTER ST AND MAINE AVE 65 NNJMM0 64 OBSERVATION POINT: 14313 LOS ANGELES ST 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 42 41 40 39 38 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM MM0 50TH %: 34 35 35 M.P.H. 37 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E2f3f3f3f3§§§§ 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30MMEM MM® 15TH %: 30 31 30 M.P.H. 35 000 34 10 MPH PACE: 28 - 37 30 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000 000 % IN PACE: 76% 84% 79% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000001 MO % OVER PACE: 24% 9% 16% 29 MO® 28 % UNDER PACE: 0% 7% 4% 27 26 ARITHMETIC MEAN: 35 35 35 M.P.H. 25 24 SAMPLE VARIANCE: 25 16 21 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0,22 1,15 0,09 19 18 STD. ERROR OF THE MEAN: 0.47 0.38 0.30 M.P.H. 17 16 11611111 227 CITY OF BALDWIN PARK DATE: 05/27/21 DAY: Thursday TIME PERIOD: 1:25PM TO 1:53PM FOR ROADWAY: LOS ANGELES STREET TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND =ME LIMITS (BTN): MAINE AVE AND EAST CITY LIMIT 65 NNJMM�I 64 OBSERVATION POINT: 14536 LOS ANGELES ST 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 42 41 39 38 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000SM M��I 50TH %: 37 35 36 M.P.H. 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000 15TH %: 32 31 31 M.P.H. 35 M 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000SM M��I 10 MPH PACE: 33 - 42 31 - 40 32 - 41 M.P.H. 33 MM�I 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM MM�I % IN PACE: 72% 75% 71% 31 29 27 26 ARITHMETIC MEAN: 37 36 36 M.P.H. 25 24 SAMPLE VARIANCE: 22 22 22 23 22 STANDARD DEVIATION: 5 5 5 M.P.H. 21 20 VARIANCE OF THE MEAN: 0.16 0.22 0.09 19 17 16 134 1 104 1 238 CITY OF 05/27/21 DAY: ThursdayDATE: PERIOD: FOR -•LOS ANGELES STREET TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND=M® AND CENTER ST ■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 OBSERVATION ' •LOS ANGELES ST 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 • . OBSERVER: - • 60 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000COMMENTS: 58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD - DRY 56 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD . . - 54 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION.. RADAR 52 000 51 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 so ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©D© 49 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©D© -46 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 47 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ ®00 45 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ O©© 44 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ OOO 43 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ 000 :. :. :. :. 42 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ O©0 41 ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ 0©® 0 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ 0©0 39 ©©©©©©©©©©©©©©©■■■■■■■■■■■■■■■ O©® 38 ©©©©©©©©©©©©©©©©©©©©©©©©■■■■■■ 00�I ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ ©m® 36 ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ DO® ©©©©©©©©©©©©©©©©©©©©©©■■■■■■■■ 0®® 34 ©©©©©©©©©©©©©©©©©©■■■■■■■■■■■■ ®®0 - ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ ©0® ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ 00®. . 0% 31 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©DO ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 0OO - 29 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©©0 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©D© ' PACE: 27 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000ARITHMETIC MEAN: 39 36 38 M.P.H. 25 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000SAMPLE VARIANCE: 31 17 26 23 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STANDARD. 21 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.26 0 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STD. ERROR . 0.40 0 17 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 120 1 106 1 226 CITY OF BALDWIN PARK DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 9:10AM TO 9:53AM FOR ROADWAY: MAINE AVENUE NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): ARROW HWY AND OLIVE ST 65 64 OBSERVATION POINT: 4820 MAINE AVE 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 11 11 11. 43 1 0 1 42 41 40 39 38 50TH %: 33 34 33 M.P.H. 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000SM OM0 15TH %: 28 29 29 M.P.H. 35 M 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000SM 00® 10 MPH PACE: 29 - 38 29 - 38 29 - 38 M.P.H. 33 =0� 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000 MM� % IN PACE: 80% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM % OVER PACE: 5% 23% 14% 29 28 % UNDER PACE: 27 26 ARITHMETIC MEAN: 32 34 33 M.P.H. 25 24 SAMPLE VARIANCE: 17 29 23 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.15 0.26 0.10 19 18 STD. ERROR OF THE MEAN: 0.39 0.51 0.32 M.P.H. 17 16 11611111 227 CITY OF BALDWIN PARK DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 10:26AM TO 10:45AM FOR ROADWAY: MAINE AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD 65 64 OBSERVATION POINT: 4335 MAINE AVE 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 33 31 32 M.P.H. 39 38 50TH %: 29 28 28 M.P.H. 37 36 15TH %: 26 24 25 M.P.H. 35 34 10 MPH PACE: 26 - 35 24 - 33 24 - 33 M.P.H. 33 32 % IN PACE: 89% 84% 31 -85% 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000SM MM® % OVER 29 mm® 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30MMEM MM® % UNDER PACE: 10% 27 MM® 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000SM M®® ARITHMETIC MEAN: 29 28 29 M.P.H. 25 MM® 24 SAMPLE VARIANCE: 13 11 13 23 mm 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.13 0.10 0.06 19 18 STD. ERROR OF THE MEAN: 0.35 0.31 0.24 M.P.H. 17 16 1061 111 1 217 CITY OF BALDWIN PARK DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 11:57AM TO 12:48PM FOR ROADWAY: MAINE AVENUE NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): MERCED AVE AND FRANCISQUITO AVE 65 64 OBSERVATION POINT: 3528 MAINE AVE 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 42 41 39 37 35 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM M��I 10 MPH PACE: 27 - 36 30 - 39 28 - 37 M.P.H. 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000 MM�I % IN PACE: 78% 73% 74% 31 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E3E2f3f3f3111111 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM M��I % OVER PACE: 15% 6% 14% 29 27 26 ARITHMETIC MEAN: 32 33 33 M.P.H. 25 24 SAMPLE VARIANCE: 17 23 20 23 22 STANDARD DEVIATION: 4 5 4 M.P.H. 21 20 VARIANCE OF THE MEAN: 0.17 0.23 0.10 19 17 16 101 1 102| 203 CITY OF BALDWIN PARK DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 9:56AM TO 10: 1 9AM FOR ROADWAY: MAINE AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): OLIVE ST AND LOS ANGELES ST 65 64 OBSERVATION POINT: 4724 MAINE AVE 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 33 33 33 M.P.H. 39 38 50TH %: 29 29 29 M.P.H. 37 36 15TH %: 25 26 26 M.P.H. 35 34 10 MPH PACE: 25 - 34 25 - 34 25 - 34 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000SM 000 31 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E2mmmmmmmmmlI 000 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM 000 % OVER 29 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E2f3f3f3f31313 mm 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000SM M®® % UNDER 27 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E3mmmm§§§§§I MM� 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000SM MM� ARITHMETIC MEAN: 29 29 29 M.P.H. 25 M©® 24 SAMPLE VARIANCE: 13 11 12 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.12 0.10 0.05 19 18 STD. ERROR OF THE MEAN: 0.35 0.31 0.23 M.P.H. 17 16 10711101 217 CITY • BALDWIN PARK DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 10:51AM TO 11:51AM •- -• MAINE AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND��® LIMITS (BTN): PACIFIC AVE AND MERCED AVE 65 64 OBSERVATION POINT: 3903 MAINE AVE 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 • WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 37 38 38 M.P.H. 39 38 50TH %: 34 33 33 M.P.H. 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM 00015TH %: 29 27 28 M.P.H. 35 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM 00010 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM MM® % IN PACE: 80% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000001 MM % OVER PACE: 14% 19% 17% 29 MM0 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000 M00 % UNDER PACE: 27 M00 26 00© ARITHMETIC MEAN: 34 33 33 M.P.H. 25 24 SAMPLE VARIANCE: 19 31 25 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.18 0.30 0.12 19 18 STD. ERROR OF THE MEAN: 0.42 0.55 0.35 M.P.H. 17 16 1041 1051 209 CITY OF BALDWIN PARK DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 2:03PM TO 2:21 PM FOR ROADWAY: MERCED AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): BALDWIN PARK BLVD AND VINELAND AVE 65 64 OBSERVATION POINT: 14122 MERCED AVE 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 36 33 35 M.P.H. 39 38 50TH %: 31 29 30 M.P.H. 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM 0M0� 15TH %: 26 25 26 M.P.H. 35 M 34 10 MPH PACE: 27 - 36 24 - 33 24 - 33 M.P.H. 33 32 % IN PACE: 84% 75% 31 —76% 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000SM IIIII@IIIIIMa% OVER PACE: 8% 29 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E3mmmmm§ mm 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000SM MM� % UNDER PACE: 27 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E3lMmmmm§§§§I MM® 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000SM MM® ARITHMETIC MEAN: 31 29 30 M.P.H. 25 MO® 24 MM0 SAMPLE VARIANCE: 17 12 16 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.15 0.11 0.07 19 18 STD. ERROR OF THE MEAN: 0.38 0.33 0.26 M.P.H. 17 16 118 1 116 1 234 CITY OF BALDWIN PARK FOR ROADWAY: MERCED AVENUE 108 1 103 1 211 DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 12:27PM TO 12:52PM LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD OBSERVATION POINT: 4309 MERCED AVE POSTED SPEED LIMIT: 35 MPH COMMENTS: This street segment took additional time to attain the 100 samples in each direction. It took one hour and 25 minutes to complete. OBSERVER: TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND64 WEATHER: SUNNY ROAD SURFACE: 65 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION METHOD: RADAR 15TH %: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 28 M.P.H. 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 27 - 36 M.P.H. 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 77% 61 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 18% 59 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 % UNDER PACE: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 5% 57 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 33 M.P.H. 56 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 20 55 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 4 M.P.H. 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.10 53 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.31 M.P.H. 52 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 51 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '48 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 46 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 45 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 44 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 43 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 42 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© 41 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© '38 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 39 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©QO ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ 00� 37 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ ©0� 36 ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ ©0® 35 ©©©©©©©©©©©©©©©©■■■■■■■■■■■■■■ m0� 34 ©©©©©©©©©©©©©©©©©©©©©©©©©©©©©■ MM� 33 ©©©©©©©©©©©©©©©©©©■■■■■■■■■■■■ m©� 32 ■■■■ ©©©©©©©©©©©©©©©©■■■■■■■■■■31 m0� '28 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ ©DO 29 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ ©0� ©©©©©©©©©©©©©©©©■■■■■■■■■■■■■■ MM� ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ ©0® 26 ■■■■■■ ©©©■■■■■■■■■■■■■■■■■■■■■24 ©0® 25 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0® 23 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 22 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 21 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '18 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 17 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 108 1 103 1 211 DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 12:27PM TO 12:52PM LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD OBSERVATION POINT: 4309 MERCED AVE POSTED SPEED LIMIT: 35 MPH COMMENTS: This street segment took additional time to attain the 100 samples in each direction. It took one hour and 25 minutes to complete. OBSERVER: CARLOS WEATHER: SUNNY ROAD SURFACE: DRY ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 85TH %: 37 38 37 M.P.H. 50TH %: 33 33 33 M.P.H. 15TH %: 28 28 28 M.P.H. 10 MPH PACE: 28 - 37 27 - 36 27 - 36 M.P.H. P % IN PACE: 77% 78% 77% A C % OVER PACE: 10% 19% 18% E % UNDER PACE: 13% 3% 5% ARITHMETIC MEAN: 33 33 33 M.P.H. SAMPLE VARIANCE: 22 19 20 STANDARD DEVIATION: 5 4 4 M.P.H. VARIANCE OF THE MEAN: 0.20 0.18 0.10 STD. ERROR OF THE MEAN: 0.45 0.43 0.31 M.P.H. CITY OF BALDWIN PARK FOR ROADWAY: MERCED AVENUE 109 1 101 1 210 DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 11:00AM TO 12:25PM LIMITS (BTN): OLIVE ST AND LOS ANGELES ST OBSERVATION POINT: 4641 MERCED AVE POSTED SPEED LIMIT: 35 MPH COMMENTS: This street segment required additional time to collect 100 samples in each direction. It took one hour and 25 minutes to comolete. OBSERVER: TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND64 WEATHER: SUNNY ROAD SURFACE: 65 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION METHOD: RADAR 15TH %: ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 32 M.P.H. 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 33 - 42 M.P.H. 62 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 59% 61 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 '58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 23% 59 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 % UNDER PACE: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 18% 57 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 38 M.P.H. 56 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 48 55 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 7 M.P.H. 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.23 53 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 0.48 M.P.H. 52 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0® 51 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ ©©0 '48 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 46 45 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©00 44 ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ 0©® 43 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 42 ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ 0©® 41 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ 0©0 '' ©©©©©©©©©©©©©©©©■■■■■■■■■■■■■■ MM� 39 ©©©©©©©©©©©©©©©©©©©©■■■■■■■■■■37 m0� 38 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ 0©0 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 00� 36 ■■■■ ©©©©©©©©©©©©©©■■■■■■■■■■■■35 00� 34 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ 00� 33 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ 0©0 32 31 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© '28 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 29 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©QO ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 27 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 26 25 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 24 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 23 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© 22 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 21 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© '18 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 17 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 109 1 101 1 210 DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 11:00AM TO 12:25PM LIMITS (BTN): OLIVE ST AND LOS ANGELES ST OBSERVATION POINT: 4641 MERCED AVE POSTED SPEED LIMIT: 35 MPH COMMENTS: This street segment required additional time to collect 100 samples in each direction. It took one hour and 25 minutes to comolete. OBSERVER: CARLOS WEATHER: SUNNY ROAD SURFACE: DRY ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 85TH %: 45 44 45 M.P.H. 50TH %: 39 38 39 M.P.H. 15TH %: 32 30 32 M.P.H. 10 MPH PACE: 35 - 44 34 - 43 33 - 42 M.P.H. P % IN PACE: 59% 60% 59% A C % OVER PACE: 17% 17% 23% E % UNDER PACE: 25% 23% 18% ARITHMETIC MEAN: 39 38 38 M.P.H. SAMPLE VARIANCE: 43 54 48 STANDARD DEVIATION: 7 7 7 M.P.H. VARIANCE OF THE MEAN: 0.40 0.53 0.23 STD. ERROR OF THE MEAN: 0.63 0.73 0.48 M.P.H. CITY OF BALDWIN PARK DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 12:56PM TO 1:20PM FOR ROADWAY: MERCED AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): RAMONA BLVD AND BALDWIN PARK BLVD 65 64 OBSERVATION POINT: 3730 MERCED AVE 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 37 39 38 M.P.H. 39 38 50TH %: 33 33 33 M.P.H. 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000001 MM 15TH %: 29 29 29 M.P.H. 35 M 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM M0® 10 MPH PACE: 29 - 38 27 - 36 29 - 38 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30SM MM® % IN PACE: 79% 73% 75% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000001 M0 % OVER PACE: 10% 29 MO® 28 % UNDER PACE: 27 MM0 26 MIIIIII[IIIIII© ARITHMETIC MEAN: 34 34 34 M.P.H. 25 24 SAMPLE VARIANCE: 22 26 24 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.21 0.25 0.11 19 18 STD. ERROR OF THE MEAN: 0.46 0.50 0.34 M.P.H. 17 16 1041 1061 210 CITY OF BALDWIN PARK DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 2:24PM TO 2:47PM FOR ROADWAY: MERCED AVENUE NORTHBOUND+SOUTHBOUND =ME LIMITS (BTN): VINELAND AVE AND PUENTE AVE 65 64 OBSERVATION POINT: 14340 MERCED AVE 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 �j 43 1 1 0 42 41 40 39 38 50TH %: 32 30 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM 000 15TH %: 28 26 27 M.P.H. 35 M 34 10 MPH PACE: 28 - 37 25 - 34 28 - 37 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000 M0� % IN PACE: 83% 73% 75% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000SM OM0% OVER PACE: 8% 25% 8% 29 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E2E3f3f3f3f31313§§§I MM�I 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000001 % UNDER PACE: 27 26 E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000 IIIII@IIIIIM® ARITHMETIC MEAN: 32 31 32 M.P.H. 25 24 SAMPLE VARIANCE: 14 19 17 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.12 0.16 0.07 19 18 STD. ERROR OF THE MEAN: 0.35 0.40 17 16 118 1 118 1 236 CITY OF BALDWIN PARK DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 9:05AM TO 9:51 AM •- ROADWAY: OLIVE STREET TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND LIMITS (BTN): BALDWIN PARK BLVD AND EAST CITY LIMIT 65 ■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 OBSERVATION POINT: OLIVE ST 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 • . OBSERVER: - • 60 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000COMMENTS: WEATHER: SUNNY 58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD - DRY 56 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD . . - 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION.. RADAR 52 000 51 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 so ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ D©© 48 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 46 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©D© 45 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 44 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ 0©d EASTBOUND WESTBOUND:. :. . 42 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ D©0 41 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 40 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ 000 39 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ ©00 ©©©©©©©©©©©■■■■■■■■■■■■■■■■■■■ ©00 37 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ ©00 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 000 35 ©©©©©©©©©©©©©©©©©©■■■■■■■■■■■■ 000 33 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ D©0 32 ©©©©©©©©©©©©©©©©©©■■■■■■■■■■■■ 000 31 ©©©©©©©©©©©©©©©©©©©■■■■■■■■■■■ Om0 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ D©0 - 29 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ 0©0 ' PACE: 27 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0®ARITHMETIC MEAN: 33 35 34 M.P.H. 25 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0©SAMPLE VARIANCE: 42 45 44 23 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ D©© ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STANDARD. 21 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©0© ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.36 0.38 0.19 19 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ D©© ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STD. ERROR . 0.60 0.62 0 17 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©aa 1141 1181 232 CITY OF BALDWIN PARK DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 9:55AM TO 10:56AM FOR ROADWAY: OLIVE STREET TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND =ME LIMITS (BTN): WEST CITY LIMIT AND BALDWIN PARK BLVD 65 NNJMM�I 64 OBSERVATION POINT: 14077 OLIVE ST 63 62 61 POSTED SPEED LIMIT: 30 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 42 41 39 38 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM M��I 50TH %: 33 34 34 M.P.H. 37 35 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000SM M��I 10 MPH PACE: 28 - 37 29 - 38 29 - 38 M.P.H. 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000 MM�I % IN PACE: 60% 67% 63% 31 29 27 26 ARITHMETIC MEAN: 33 34 33 M.P.H. 25 24 SAMPLE VARIANCE: 39 40 39 23 22 STANDARD DEVIATION: 6 6 6 M.P.H. 21 20 VARIANCE OF THE MEAN: 0,36 0,36 0,18 19 17 16 108 1 112 1 220 CITY OF BALDWIN PARK DATE: 05/27/21 DAY: Thursday TIME PERIOD: 12:33PM TO 12:51 PM FOR ROADWAY: PACIFIC AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): BIG DALTON AVE AND SOUTH CITY LIMIT 65 64 OBSERVATION POINT: 14848 PACIFIC AVE 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 37 35 36 M.P.H. 39 38 50TH %: 33 31 32 M.P.H. 37 36 15TH %: 29 28 28 M.P.H. 35 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30MEM 00� 10 MPH PACE: 28 - 37 26 - 35 27 - 36 M.P.H. 33 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E3E3mmmmm 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM M®0 % IN PACE: 81% 85% 82% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000001 MM % OVER PACE: 15% 15% 14% 29 M00 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000 MM0 % UNDER PACE: 5% 0% 4% 27 MM® 26 MMO ARITHMETIC MEAN: 33 32 32 M.P.H. 25 000 24 SAMPLE VARIANCE: 13 15 14 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.12 0.14 0.07 19 18 STD. ERROR OF THE MEAN: 0.35 0.37 0.26 M.P.H. 17 16 1091 1071 216 CITY OF BALDWIN PARK DATE: 05/27/21 DAY: Thursday TIME PERIOD: 12:53PM TO 1:16PM FOR ROADWAY: PACIFIC AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): RAMONA BLVD AND BIG DALTON AVE 65 64 OBSERVATION POINT: 14623 PACIFIC AVE 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 37 38 37 M.P.H. 39 38 50TH %: 33 32 33 M.P.H. 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM MM®� 15TH %: 29 29 29 M.P.H. 35 M 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000SM M®� 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000SM MM� % OVER PACE: 13% 16% 15% 29 M 28 % UNDER PACE: 27 26 ARITHMETIC MEAN: 33 33 33 M.P.H. 25 24 SAMPLE VARIANCE: 14 19 17 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.14 0.18 0.08 19 18 STD. ERROR OF THE MEAN: 0.37 0.42 0.28 M.P.H. 17 16 1051 1071 212 CITY OF BALDWIN PARK DATE: 05/27/21 DAY: Thursday TIME PERIOD: 9:24AM TO 9:46AM FOR ROADWAY: PUENTE AVENUE TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND =ME LIMITS (BTN): MERCED AVE AND ROOT ST 65 NNJMM�I 64 OBSERVATION POINT: 346 PUENTE AVE 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: CLOUDY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 42 41 39 13131313131313E3E3E3E3E3E3E3E3E3E3E3E3E31111111111 38 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000SM M��I 50TH %: 37 37 37 M.P.H. 37 MM�I 36 E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000 M��I 15TH %: 32 32 32 M.P.H. 35 M 33 MM�I 31 29 27 26 ARITHMETIC MEAN: 37 37 37 M.P.H. 25 24 SAMPLE VARIANCE: 27 27 27 23 22 STANDARD DEVIATION: 5 5 5 M.P.H. 21 20 VARIANCE OF THE MEAN: 0.26 0.26 0.13 19 17 16 104 1 104 1 208 CITY • BALDWIN PARK DATE: • DAY: Thursday TIME PERIOD: 10:51AM TO 11:49AM •- -• PUENTE AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): ROOT ST AND RAMONA BLVD 65 64 OBSERVATION POINT: 3913 PUENTE AVE 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 • WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 35 35 35 M.P.H. 39 38 50TH %: 30 30 30 M.P.H. 37 36 E3E3E3E3E3E3E3E300000000000000000000EN OOO15TH %: 27 26 26 M.P.H. 35 34 E3E3E3E3E3E3E3E3E3E3E3E30000000000000000SM 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3f3§§§§§§ 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM Om0% IN PACE: 76% 75% 75% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000001 M11111111111 % OVER PACE: 14% 14% 14% 29 000 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000 M0® % UNDER PACE: 27 000 —10% 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM MM® ARITHMETIC MEAN: 31 31 31 M.P.H. 25 MM0 24 SAMPLE VARIANCE: 23 21 22 23 22 E3E30000000000000000000000 MIIIIII[IIIIII© STANDARD DEVIATION: 21 20 VARIANCE • THE MEAN: • 0.19 0.10 19 18 STD. ERROR OF THE MEAN: 0.46 • 0.32 M.P.H. 17 16 1071 1091 216 CITY OF 05/27/21 DAY: ThursdayDATE: PERIOD:•OO FOR ROADWAY: TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND=M®SOUTH ■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 OBSERVATION POINT: 1813 PUENTE AVE 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 • . OBSERVER: - • 60 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 . • . 58 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD - DRY 56 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD . . - 54 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION.. RADAR 52 000 51 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© so ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 49 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 48 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 47 ©©■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ©D© 46 ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ ®D® 45 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ O©© 44 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ 000 43 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ ©00 :. :. :. :. 42 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ 000 41 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ D©0 40 ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ 000 39 ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ OO® ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 000 37 ©©©©©©©©©©©©©©©©©©©©©©■■■■■■■■ Om® 36 ©©©©©©©©©©©©©©©©©■■■■■■■■■■■■■ 0®0 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 000 34 ©©©©©©©©©©©©©©©©©©©©©©©©■■■■■■ 0®�I - ©©©©©©©©©©©©©©©■■■■■■■■■■■■■■■ ©0® ©©©©©©©■■■■■■■■■■■■■■■■■■■■■■■ OO© 31 ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ OO® 29 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ O©d ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©® ' PACE: 27 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000ARITHMETIC MEAN: 38 36 37 M.P.H. 25 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000SAMPLE VARIANCE: 34 20 28 23 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STANDARD. 21 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.28 0 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STD. ERROR . 0 17 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 122 1 107 1 229 CITY OF BALDWIN PARK DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 3:46PM TO 4:18PM FOR ROADWAY: RAMONA BOULEVARD TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND LIMITS (BTN): BADILLO ST AND EAST CITY LIMIT 65 64 OBSERVATION POINT: 15003 RAMONA BLVD 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 41 40 E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000 39 38 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM 00050TH %: 35 35 35 M.P.H. 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM MM0 0 31 31 M.P.H. 35 34 10 MPH PACE: 31 - 40 30 - 39 31 - 40 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM M0® 31 30 % OVER PACE: 18% 29 28 % UNDER PACE: 19% 4% 14% 27 26 ARITHMETIC MEAN: 36 36 36 M.P.H. 25 24 SAMPLE VARIANCE: 34 26 30 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.32 0.25 0.14 19 18 STD. ERROR OF THE MEAN: 0.57 0.50 0.38 M.P.H. 17 16 1061 1051 211 CITY OF BALDWIN PARK DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 3:14PM TO 3:36PM FOR ROADWAY: RAMONA BOULEVARD TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND LIMITS (BTN): BALDWIN PARK BLVD AND BADILLO ST 65 64 OBSERVATION POINT: 14226 RAMONA BLVD 63 62 61 POSTED SPEED LIMIT: 35 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 41 40 185TH %: 33 33 33 M.P.H. 39 38 50TH %: 28 28 28 M.P.H. 37 36 15TH %: 23 25 25 M.P.H. 35 34 10 MPH PACE: 23 - 32 24 - 33 23 - 32 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM 0M� % IN PACE: 77% 87% 80% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM M®0 % OVER PACE: 12% 16% 29 000 -16% 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000SM MM® % UNDER 27 MM® 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000 M0® ARITHMETIC MEAN: 28 29 29 M.P.H. 25 MM0 24 MO® SAMPLE VARIANCE: 19 14 16 23 22 STANDARD DEVIATION: 4 4 4 M.P.H. 21 20 VARIANCE OF THE MEAN: 0.17 0.13 0.08 19 18 STD. ERROR OF THE MEAN: 0.42 0.36 0.28 M.P.H. 17 16 1071 1061 213 CITY OF 05/25/21 DAY: TuesdayDATE: PERIOD: 0- FOR ROADWAY: RAMONA BOULEVARD TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND LIMITS (BTN): FRANCISQUITO AVE AND MERCED AVE 65 ■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 OBSERVATION -. RAMONA 63 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 62 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 •. OBSERVER: -• 60 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000COMMENTS: 58 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD SURFACE:. - 56 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ROAD CONDITION: - 54 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 DATA COLLECTION.. RADAR 52 000 51 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 so ©©©■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0©© 49 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ ©00 48 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 0OO 47 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 46 ©©©©■■■■■■■■■■■■■■■■■■■■■■■■■■ 0OO 45 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ 00© 44 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ ©DO EASTBOUND WESTBOUND:• :• D 42 ©©©©©©©©©©©©©©©■■■■■■■■■■■■■■■ 00® 41 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 0©0 40 ©©©©©©©©©■■■■■■■■■■■■■■■■■■■■■ D©d 39 ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ O©0 ©©©©©©©©©©©©©■■■■■■■■■■■■■■■■■ 0©® 37 ©©©©©©©©©©©©©©©©©©©©©©■■■■■■■■ 00® 36 ©©©©©©©©©©©©©©©©©©©©©©©©©©©©©C� ®m® 35 ©©©©©©©©©©©©©©©©©©©©■■■■■■■■■■ mmm 34 ©©©©©©©©©©©©©©©©©©©©©©©©©©■■■■ 0®�I 10 MPH ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ ©©® ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ 000 31 ©©©©©©©©■■■■■■■■■■■■■■■■■■■■■■ 000 ©©©©©©■■■■■■■■■■■■■■■■■■■■■■■■ ©00 - 29 ©©©©©■■■■■■■■■■■■■■■■■■■■■■■■■ DO© ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 " 27 ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000ARITHMETIC MEAN: 37 38 38 M.P.H. 25 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000SAMPLE VARIANCE: 22 29 26 23 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STANDARD. 21 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 0.18 04 0.10 19 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000STD. ERROR. 0.42 0.9 17 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 000 16 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ooa 125 1 123 1 248 CITY OF BALDWIN PARK DATE: 05/25/21 DAY: Tuesday TIME PERIOD: 2:57PM TO 3:14PM FOR ROADWAY: RAMONA BOULEVARD TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND =ME LIMITS (BTN): 1-605 AND FRANCISQUITO AVE 65 NNJMM0 64 OBSERVATION POINT: 13001 RAMONA BLVD 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 42 41 40 39 38 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000SM MM® 50TH %: 36 36 36 M.P.H. 37 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E3E3m§§§§§§§I =©® 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300 00� 15TH %: 32 31 32 M.P.H. 35 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E3E3mmmm§§§§I M 34 000 10 MPH PACE: 31 - 40 31 - 40 31 - 40 M.P.H. 33 MM® 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000SM MM® % IN PACE: 82% 81% 81% 31 30 % OVER PACE: 13% 14% 29 -15% 28 % UNDER 27 26 ARITHMETIC MEAN: 37 36 36 M.P.H. 25 24 SAMPLE VARIANCE: 20 17 18 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.17 0.16 0.08 19 18 STD. ERROR OF THE MEAN: 0.41 0.40 0.29 M.P.H. 17 16 116 1 104 1 220 CITY OF BALDWIN PARK DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 2:48PM TO 3:07PM FOR ROADWAY: RAMONA BOULEVARD TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND��® LIMITS (BTN): MERCED AVE AND BALDWIN PARK BLVD 65 64 OBSERVATION POINT: 14001 RAMONA BLVD 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 41 40 185TH %: 39 39 39 M.P.H. 39 38 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM 0M0 50TH %: 35 35 35 M.P.H. 37 0®® 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000 15TH %: 32 31 32 M.P.H. 35 M 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000SM MM® 10 MPH PACE: 31 - 40 30 - 39 30 33 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3mmmm§§§§§§I 000 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000SM MM® 82% 31 30 % OVER PACE: 8% 14% 13% 29 28 % UNDER 27 26 ARITHMETIC MEAN: 35 36 35 M.P.H. 25 24 SAMPLE VARIANCE: 15 19 17 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.14 0.18 0.08 19 18 STD. ERROR OF THE MEAN: 0.38 0.42 0.28 M.P.H. 17 16 1071 1071 214 CITY OF BALDWIN PARK DATE: 05/26/21 DAY: Wednesday TIME PERIOD: 9:29AM TO 1007AM FOR ROADWAY: RIVERGRADE ROAD TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): BROOKS DR AND LIVE OAK AVE 65 64 OBSERVATION POINT: 4920 RIVERGRADE RD 63 62 61 POSTED SPEED LIMIT: 45 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 IIIIIIIIHIIIIIII 48 47 46 45 44 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000001 Om0 43 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E31313§§§§§§§§I =©® NORTHBOUND SOUTHBOUND :• :• 42 E3E3E3E3E3E3E3E3E3E3E30000000000000000001 M00 41 E3E3E3E3E3E3E3E3E3E3E3E3§11111111111111111 0©® 40 F8 5 T H —01e, 51 49 51 M. P,—H—, 39 38 50TH %: 43 44 44 M.P.H. 37 36 15TH %: 37 36 37 M.P.H. 35 34 10 MPH PACE: 37 - 46 40 33 32 % IN PACE: 60% 56% 31 —55% 30 % OVER PACE: 33% 15% 19% 29 28 % UNDER PACE: 25% 25% 27 —12% 26 ARITHMETIC MEAN: 44 44 44 M.P.H. 25 24 SAMPLE VARIANCE: 39 46 42 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.29 0.46 0.18 19 18 STD. ERROR OF THE MEAN: 0.54 0.67 0.42 M.P.H. 17 16 131 1 102 1 233 CITY OF BALDWIN PARK DATE: 05/27/21 DAY: Thursday TIME PERIOD: 9:51AM TO 1044AM FOR ROADWAY: ROOT STREET TOTAL VEHICLES SURVEYED EASTBOUND+WESTBOUND��® LIMITS (BTN): PUENTE ST AND EAST CITY LIMIT 65 64 OBSERVATION POINT: 15050 ROOT ST 63 62 61 POSTED SPEED LIMIT: 40 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: PARTLY CLOUI 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 41 40 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000 39 38 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000000SM MO® 50TH %: 36 36 36 M.P.H. 37 0®® 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM 00015TH %: 33 32 33 M.P.H. 35 13131313131313E3E3E3E3E3E3E3E3E3E3E3E3E3131313E3E3E3 mm 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM 000 10 MPH PACE: 31 - 40 33 MM® 32 % IN PACE: 77% 81% 31 -86% 30 % OVER PACE: 12% 12% 10% 29 28 % UNDER PACE: 27 26 ARITHMETIC MEAN: 37 36 36 M.P.H. 25 24 SAMPLE VARIANCE: 13 23 18 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.12 0.20 0.08 19 18 STD. ERROR OF THE MEAN: 0.34 0.45 0.28 M.P.H. 17 16 11011111 221 CITY OF BALDWIN PARK DATE: 06/03/21 DAY: Thursday TIME PERIOD: 10:58AM TO 11:56AM FOR ROADWAY: STEWART AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): LIVE OAK AVE AND OLIVE ST 65 64 OBSERVATION POINT: 5055 STEWART AVE 63 62 61 POSTED SPEED LIMIT: 30 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: PARTLY CLOUI 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 35 38 37 M.P.H. 39 38 50TH %: 30 33 31 M.P.H. 37 36 15TH %: 25 25 25 M.P.H. 35 34 10 MPH PACE: 25 - 34 29 - 38 28 - 37 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000SM M0� 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM 000% OVER PACE: 16% 12% 11% 29 000 28 % UNDER PACE: 27 26 ARITHMETIC MEAN: 30 32 31 M.P.H. 25 24 SAMPLE VARIANCE: 20 35 29 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.19 0.31 0.13 19 18 STD. ERROR OF THE MEAN: 0.44 0.56 17 16 1031 1101 213 CITY OF BALDWIN PARK DATE: 06/03/21 DAY: Thursday TIME PERIOD: 1:08PM TO 1:59PM FOR ROADWAY: STEWART AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): LOS ANGELES ST AND RAMONA BLVD 65 64 OBSERVATION POINT: 4141 STEWART AVE 63 62 61 POSTED SPEED LIMIT: 30 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 33 32 33 M.P.H. 39 38 50TH %: 28 28 28 M.P.H. 37 36 15TH %: 23 23 23 M.P.H. 35 34 10 MPH PACE: 25 - 34 24 - 33 24 - 33 M.P.H. 33 32 % IN PACE: 69% 78% 73% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000001 OM % OVER PACE: 10% 29 MM� 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000 00� % UNDER PACE: 27 26 ARITHMETIC MEAN: 28 28 28 M.P.H. 25 24 SAMPLE VARIANCE: 22 17 20 23 22 E3E3E3E3E3E3E3E3E3E3E3E3000000000000 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.19 0.16 0.09 19 18 STD. ERROR OF THE MEAN: 0.44 0.40 0.30 M.P.H. 17 16 1151 1081 223 CITY OF BALDWIN PARK DATE: 06/03/21 DAY: Thursday TIME PERIOD: 11:59AM TO 1:04PM FOR ROADWAY: STEWART AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): OLIVE ST AND LOS ANGELES ST 65 64 OBSERVATION POINT: 4641 STEWART AVE 63 62 61 POSTED SPEED LIMIT: 30 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 32 35 34 M.P.H. 39 38 50TH %: 28 28 28 M.P.H. 37 36 15TH %: 23 22 23 M.P.H. 35 34 10 MPH PACE: 23 - 32 22 - 31 22 - 31 M.P.H. 33 32 % IN PACE: 75% 61% 67% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000001 M0 % OVER PACE: 15% 29% 25% 29 M0® 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000 MM� % UNDER PACE: 9% 10% 8% 27 M0® 26 000 ARITHMETIC MEAN: 28 29 29 M.P.H. 25 000 24 ®00 SAMPLE VARIANCE: 19 32 26 23 MM0 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.18 0.28 0.12 19 18 STD. ERROR OF THE MEAN: 0.43 0.53 0.34 M.P.H. 17 16 1061 1131 219 CITY OF BALDWIN PARK DATE: 06/02/21 DAY: Wednesday TIME PERIOD: 12:16PM TO 1:22PM FOR ROADWAY: SYRACUSE AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): BESS AVE AND RAMONA BLVD 65 64 OBSERVATION POINT: 3349 SYRACUSE AVE 63 62 61 POSTED SPEED LIMIT: 30 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 34 37 35 M.P.H. 39 38 50TH %: 28 29 29 M.P.H. 37 36 15TH %: 24 25 24 M.P.H. 35 34 E3E3E3E3E3E3E3E3E3E3E3E3E300000000000 M0® 10 MPH PACE: 25 - 34 24 - 33 25 - 34 M.P.H. 33 MM0 32 % IN PACE: 73% 66% 69% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000001 ©M % OVER PACE: 10% 29 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E2E3E3E3f3f3§§§§§§§I MM® 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000 M00 % UNDER PACE: 27 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E2E3E3E3E3E3f3f3f3f313§§§§I MM® 26 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM 0M0 ARITHMETIC MEAN: 29 30 30 M.P.H. 25 M00 24 DD® SAMPLE VARIANCE: 23 33 29 23 22 STANDARD DEVIATION: 5 6 5 M.P.H. 21 20 VARIANCE OF THE MEAN: 0.22 0.25 0.12 19 18 STD. ERROR OF THE MEAN: 0.47 0.50 17 16 104 1 132 1 236 CITY OF BALDWIN PARK DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 3:29PM TO 4:01PM FOR ROADWAY: VINELAND AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): MERCED AVE AND PACIFIC AVE 65 64 OBSERVATION POINT: 3461 VINELAND AVE 63 62 61 POSTED SPEED LIMIT: 30 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 38 37 37 M.P.H. 39 38 50TH %: 34 33 33 M.P.H. 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM 00015TH %: 30 29 30 M.P.H. 35 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM M00 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E2f3f3f3f31313 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000SM MM� % IN PACE: 78% 77% 78% 31 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E3E2f3f3f3111111 30 % OVER PACE: 16% 14% 15% 29 28 % UNDER PACE: 27 26 ARITHMETIC MEAN: 34 33 34 M.P.H. 25 24 SAMPLE VARIANCE: 21 26 24 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.20 0.26 0.11 19 18 STD. ERROR OF THE MEAN: 0.45 0.51 0.34 M.P.H. 17 16 106 1 102 1 208 CITY • BALDWIN PARK DATE: 06/03/21 DAY: Thursday TIME PERIOD: 2:16PM TO 2:59PM •- -• VINELAND AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): PACIFIC AVE AND BADILLO ST 65 64 OBSERVATION POINT: 3956 VINELAND AVE 63 62 61 POSTED SPEED LIMIT: 30 MPH OBSERVER: CARLOS 60 59 • WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 37 35 36 M.P.H. 39 38 50TH %: 31 30 30 M.P.H. 37 36 15TH %: 24 25 25 M.P.H. 35 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300000000000SM 000 10 MPH PACE: 28 - 37 25 - 34 27 - 36 M.P.H. 33 32 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000000SM 0M0 % IN PACE: 66% 74% 67% 31 30 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E300001 MM % OVER PACE: 11% 17% 12% 29 MM® 28 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000 MM® % UNDER PACE: 27 M©0 26 ARITHMETIC MEAN: 31 30 31 M.P.H. 25 M00 24 SAMPLE VARIANCE: 38 18 29 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.28 0.17 0.12 19 18 STD. ERROR OF THE MEAN: 0.53 0.41 17 16 136 1 107 1 243 CITY OF BALDWIN PARK DATE: 06/01/21 DAY: Tuesday TIME PERIOD: 2:51PM TO 3:25PM FOR ROADWAY: VINELAND AVENUE TOTAL VEHICLES SURVEYED NORTHBOUND+SOUTHBOUND LIMITS (BTN): SOUTH CITY LIMIT AND MERCED AVE 65 64 OBSERVATION POINT: 3271 VINELAND AVE 63 62 61 POSTED SPEED LIMIT: 30 MPH OBSERVER: CARLOS 60 59 COMMENTS: WEATHER: SUNNY 58 57 ROAD SURFACE: DRY 56 55 ROAD CONDITION: FAIR 54 53 DATA COLLECTION METHOD: RADAR 52 51 so 49 48 47 46 45 44 43 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 41 40 185TH %: 40 39 39 M.P.H. 39 38 50TH %: 35 35 35 M.P.H. 37 36 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E30000000000001 MM 15TH %: 30 29 30 M.P.H. 35 M 34 E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3E3000000000SM M®0 10 MPH PACE: 30 - 39 31 - 40 30 33 f3f3f3f3f3f3f3E3E3E3E3E3E3E3E3E3E3E3E3E2f3f3§§§§ 32 % IN PACE: 71% 74% 72% 31 30 % OVER PACE: 18% 11% 15% 29 28 % UNDER PACE: 27 26 ARITHMETIC MEAN: 35 35 35 M.P.H. 25 24 SAMPLE VARIANCE: 33 21 27 23 22 STANDARD DEVIATION: 21 20 VARIANCE OF THE MEAN: 0.32 0.20 0.13 19 18 STD. ERROR OF THE MEAN: 0.56 0.45 0.36 M.P.H. 17 16 1021 1031 205 i M. City Traffic Counters www.ctcounters.com Badillo Street Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 2269 5635 2560 4124 4829 9759 Percent 28.7% 71.3% 38.3% 61.7% 33.1% 66.9% Grand 2269 5635 2560 4124 4829 9759 Total Percent 28.7% 71.3% 38.3% 61.7% 33.1% 66.9% ADT ADT 14,588 AADT 14,58V City Traffic Counters Baldwin Park Blvd Start 25 -May -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 5241 0254 3213 7240 8454 13494 Grand—5241 0254 3213 7240 8454 13494 ADT ADT 21,948 AADT21.S48 City Traffic Counters Start 25 -May -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 5784 0037 5547 6328 11331 14365 Grand 5784 8037 5547 6328 11331 14365 City Traffic Counters Baldwin Park Blvd Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 1897 2129 1251 2880 2848 4958 Grand—1697 2129 1251 2830 2948 4959 i M. City Traffic Counters www.ctcounters.com Baldwin Park Blvd Btwn Los Angeles St & Ramona Blvd Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 2096 3936 2489 4323 4585 8259 Percent 34.7% 65.3% 36.5% 63.5% 35.7% 64.3% Grand 2096 3936 2489 4323 4585 8259 Total Percent 34.7% 65.3% 36.5% 63.5% 35.7% 643% ADT ADT 12,844 AADT 12,844 City Traffic Counters Baldwin Park Blvd Start 25 -May -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 2714 0188 3552 5041 0200 11508 Grand 2714 6168 3552 5341 6266 11509 City Traffic Counters Baldwin Park Blvd BW/* Olive (Iplpc, qt Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 2217 3501 2020 3932 4237 7433 Grand 2217 3501 2020 3932 4237 7483 Total Percent 30.8% 012"& 33.9"& 66.1% 30.3% 037% ADT ADT 11,670 AADT 11,67# i M. City Traffic Counters www.ctcounters.com Baldwin Park B11 Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 2346 4786 2749 4648 5095 9434 Percent 32.9% 67.1% 37.2% 62.8% 35.1% 64.9% Grand 2346 4786 2749 4648 5095 9434 Total Percent 32.9% 67.1% 37.2% 62.8% 35.1% 64.9% ADT ADT 14,529 AADT 14,529 City Traffic Counters Bess Avenue Btwn 1-10 Frwy & Baldwin Park Blvd Start 27 -May -21 Northwest Hour Totals Southeast Hour Totals Combined Totals Total 084 1193 1958 3502 2042 4695 Grand—684 1193 1958 3502 2642 4695 ADT ADT 7,337 AADT 7,337 City Traffic Counters Bess AvenL"- Start 27 -May -21 Northwest Hour Totals Southeast Hour Totals Combined Totals Total 445 1144 748 1075 1192 2219 Grand 446 1144 740 1075 1192 2218 Total Percent 28]% 71.9& 41.0% 59.0% 34�9% 65.1% ADT ADT 3,411 AADT3,411 City Traffic Counters Big Dalton Avenue Start 27 -May -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 471 1335 542 813 1110 2248 Grand 471 1335 642 913 1113 2248 City Traffic Counters Bogart Averro-, Btwn Pacific Ave & Ramona Blvd Start 09 -Jun -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 178 378 190 450 388 834 Grand—178 378 190 456 368 834 ADT ADT 1,202 AADT 1,202 City Traffic Counters Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 120 308 108 318 284 620 Grand—128 309 166 319 294 628 ADT ADT 922 AADT 922 City Traffic Counters Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 221 479 452 538 073 1017 Grand 221 479 452 538 073 1017 Total Percent 31.8% 084"& 45/% 54.3% 38�8% 002% ADT ADT 1,690 AADT 1,69# City Traffic Counters Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 203 321 498 525 089 848 Grand 203 321 490 525 089 840 Total Percent 38.7% 01.3"& 48.6% 514% 452% 54�8% ADT ADT 1,545 AADT1.545 City Traffic Counters Downing Avenue Btwn Pacific Ave & Ramona Blvd Start 09 -Jun -21 Nothoast Hour Totals Southwest Hour Totals Combined Totals Total 281 538 225 517 518 1055 Grand—281 538 225 517 510 1055 ADT ADT 1,571 AADT1.571 City Traffic Counters Francisquito Avenue Start 27 -May -21 Northwest Hour Totals Southeast Hour Totals Combined Totals Total 5298 7245 4182 8045 9401 10880 Grand—5299 7245 4182 9645 9481 16890 ADT ADT 26,371 AADT 26,371 City Traffic Counters Francisquito Avenue Start 27 -May -21 Northwest Hour Totals Southeast Hour Totals Combined Totals Total 2580 4487 2200 5180 4710 8023 Grand 2500 4487 2208 5130 4710 9023 Total Percent 35.9% 04,1"& 30.1% 89.9% 32�8% 071Y6 ADT ADT 14,339 AADT 14,339 City Traffic Counters Francisquito Avenue Start 27 -May -21 Northwest Hour Totals Southeast Hour Totals Combined Totals Total 2857 2943 1570 4102 3027 7105 Grand—2057 2943 1570 4162 3627 7105 City Traffic Counters Frazier Street Start 27 -May -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 777 1737 1202 1784 1978 3521 Grand 777 1737 1202 1784 1979 3521 i M. City Traffic Counters www.ctcounters.com eel Start 09 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 1623 2856 735 769 2358 3625 Percent 36.2% 63.8% 48.9% 51.1% 39.4% 60.6% Grand 1623 2856 735 769 2358 3625 Total Percent 36.2% 63.8% 48.9% 51.1% 39.4% 60.6% City Traffic Counters Garvey Avenue Btwn Syracuse Ave & Tracy St Start 09 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 408 008 478 880 802 1498 Grand 403 808 478 090 882 1498 Total Percent 33.3% 08/"& 41.0% 59.0% 371% 02�9% ADT ADT 2,380 AADT 2,38# City Traffic Counters Start 27 -May -21 North Hour Totals South Hour Totals Combined Totals Total 088 1079 527 1210 1215 2285 Grand 688 1079 527 1216 1215 2295 ADT ADT 3,510 AADT 3,51 # City Traffic Counters Live Oak Aven, Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 4423 10170 7070 8820 11493 16890 Grand 4423 10170 7070 6820 11493 16990 i M. City Traffic Counters www.ctcounters.com Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 2360 5537 2645 3727 5005 9264 Percent 29.9% 70.1% 41.5% 58.5% 35.1% 64.9% Grand 2360 5537 2645 3727 5005 9264 Total Percent 29.9% 70.1% 41.5% 58.5% 35.1% 64.9% ADT ADT 14,269 AADT 14,2&t City Traffic Counters Los Angeles Street Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 1415 3744 1042 2255 3057 0008 Grand—1415 3744 1642 2265 3057 6009 ADT ADT 9,066 AADT 9,06Q City Traffic Counters Los Angeles Streel Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 2493 7714 4814 4583 7307 12297 Grand—2493 7714 4814 4583 7307 12297 ADT ADT 19,604 AADT 19,604 City Traffic Counters Maine Avenue Btwn Arrow Hwy & Olive St Start 02 -Jun -21 North Hour Totals South Hour Totals Combined Totals Total 2043 2290 901 2872 3004 4802 Grand 2043 2290 961 2072 3004 4882 Total Percent 47.1% 52.9"& 20.5% 735% 37J"& 023% i M. City Traffic Counters www.ctcounters.com Start 02 -Jun -21 North Hour Totals South Hour Totals Combined Totals Total 2396 4699 2669 5060 5065 9759 Percent 33.8% 66.2% 34.5% 65.5% 34.2% 65.8% Grand 2396 4699 2669 5060 5065 9759 Total Percent 33.8% 66.2% 34.5% 65.5% 342% 65.8% ADT ADT 14,824 AADT 14,824 City Traffic Counters Maine Avenu�.^ Start 02 -Jun -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 550 1303 1240 2490 1804 3059 Grand—556 1363 1248 2496 1804 3859 ADT ADT 5,663 AADT 5,663 City Traffic Counters Maine Avenue Start 02 -Jun -21 North Hour Totals South Hour Totals Combined Totals Total 2078 3714 1048 3062 8920 7370 Grand 2078 3714 1848 3002 3920 7370 Total Percent 35.8% 04,1"& 33.5% 66.5% 34J.& 653% ADT ADT 11,302 AADT11.3O2 City Traffic Counters Maine Avenu�.^ vub Start 02 -Jun -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 583 1180 504 1307 1157 2407 Grand 593 1100 564 1307 1157 2407 ADT ADT 3,564 AADT 3,564 City Traffic Counters Merced Avenud Start 25 -May -21 Northwest Hour Totals Southeast Hour Totals Combined Totals Total 2134 4510 2099 4483 4230 8943 Grand 2134 4510 2099 4433 4233 8843 Total Percent 32.1% 07.9Y6 32.1"& 87,9% 32A% 07�9Yf ADT ADT 13,176 AADT 13,17V City Traffic Counters Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 1194 2408 1284 2237 2488 4045 Grand—1194 2408 1294 2237 2488 4645 ADT ADT 7,133 AADT 7,133 City Traffic Counters Merced Avenue Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 417 1311 747 1009 1184 2388 Grand 417 1311 747 1069 1164 2380 ADT ADT 3,544 AADT 3,544 City Traffic Counters Merced Avenud Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 1340 2922 1507 2077 2850 5589 Grand 1346 2922 1507 2077 2853 5598 Total Percent 31.5% 00.5"& 30.0.& 84.0% 33.0% 002% ADT ADT 8,452 AADT 8,455; City Traffic Counters Merced Avenud Start 25 -May -21 Northwest Hour Totals Southeast Hour Totals Combined Totals Total 2105 3955 1900 4250 4005 8211 Grand—2105 3955 1900 4256 4005 8211 City Traffic Counters Olive AvenLE WIL 2.e Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 851 2849 1322 2143 2273 4792 Grand—951 2649 1322 2143 2273 4792 City Traffic Counters Olive Avenue Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 580 1292 742 1202 1302 2574 Grand—560 1292 742 1282 1302 2574 ADT ADT 3,876 AADT 3,87i City Traffic Counters Pacific Ave LZ Start 27 -May -21 Northwest Hour Totals Southeast Hour Totals Combined Totals Total 2705 0117 3290 0470 5995 12583 Grand—2705 6117 3290 6476 5995 12593 ADT ADT 18,588 AADT 18,58V City Traffic Counters Pacific Avenue Start 27 -May -21 Northwest Hour Totals Southeast Hour Totals Combined Totals Total 2825 5538 3042 0400 5907 11938 Grand—2925 5538 3042 6400 5967 11938 ADT ADT 17,905 AADT 17,90-t City Traffic Counters Puente Avenue Start 27 -May -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 1835 4342 2170 3570 4113 7910 Grand—1835 4342 2178 3570 4113 7818 ADT ADT 12,031 AADT12,031 City Traffic Counters Start 27 -May -21 North Hour Totals South Hour Totals Combined Totals Total 585 1384 832 1933 1498 3017 Grand—566 1384 932 1933 1498 3317 ADT ADT 4,815 AADT 4,815 City Traffic Counters Puente Avenue Start 27 -May -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 4580 8774 4290 7011 8088 10885 Grand—4508 8774 4298 7611 8806 16385 IIIIIIIIIIIIIIIIIINUTITTITOYMM "I City Traffic Counters Ramona Blvd Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 797 1430 1243 2100 2048 3530 Grand—797 1430 1243 2106 2040 3536 City Traffic Counters Ramona Blvd Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 2847 7508 3111 5472 0058 12980 Grand 2947 7508 3111 5472 6058 12980 ADT ADT 19,038 AADT 19,03V City Traffic Counters Ramona Blvi Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 3087 8588 3450 5310 6545 13883 Grand 3087 8583 3450 5310 6545 13893 Total Percent 20.5% 73.5"& 39.4% 80.0Y6 3Z0% 0&0% City Traffic Counters Ramona Blvd Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 3873 11487 5538 0740 8511 10227 Grand 3973 11487 5538 6740 9511 18227 ADT ADT 27,738 AADT 27,738 City Traffic Counters Ramona Blvi Start 02 -Jun -21 East Hour Totals West Hour Totals Combined Totals Total 3041 8488 3050 7201 7887 10758 Grand—3841 9498 3856 7261 7697 16759 City Traffic Counters Rivergrade Road Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 2448 3105 2580 2414 5023 5519 Grand 2443 3105 2580 2414 5023 5518 Total Percent 44.8% 50.0"& 51.7% 48.3% 47.0% 52A% City Traffic Counters Root Street Start 27 -May -21 East Hour Totals Wog Hour Totals Combined Totals Total 888 2313 1134 1811 2022 4124 Grand 888 2313 1134 1811 2022 4124 City Traffic Counters Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 895 878 521 1077 1410 2555 Grand—895 878 521 1677 1416 2555 ADT ADT 3,971 AADT 3,971 M -M Stewart Ave Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Moming Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 21 2 16 12:15 0 15 3 24 12:30 3 24 1 19 12:45 0 17 5 77 2 25 8 84 13 161 01:00 3 14 3 24 01:15 2 14 1 27 01:30 1 17 0 19 01:45 0 14 6 59 0 23 4 93 10 152 02:00 4 20 3 19 02:15 2 20 1 24 02:30 0 17 1 20 02:45 2 11 8 68 0 21 5 84 13 152 03:00 2 19 0 22 03:15 2 18 0 15 03:30 1 10 2 20 03:45 2 19 7 66 0 28 2 85 9 151 04:00 2 13 2 29 04:15 0 27 0 29 04:30 2 14 1 35 04:45 8 13 12 67 2 29 5 122 17 189 05:00 2 20 5 35 05:15 6 21 523 05:30 8 23 6 23 05:45 3 22 19 86 5 18 21 99 40 185 06:00 14 19 6 15 06:15 4 16 7 26 06:30 15 11 12 22 06:45 20 22 53 68 11 18 36 81 89 149 07:00 12 12 12 29 07:15 11 14 13 20 07:30 24 12 12 9 07:45 15 19 62 57 14 15 51 73 113 130 08:00 20 14 17 14 08:15 21 11 15 13 08:30 10 14 13 17 08:45 15 14 66 53 14 6 59 50 125 103 09:00 6 12 9 12 09:15 16 13 15 5 09:30 11 10 8 4 09:45 17 5 50 40 11 9 43 30 93 70 10:00 11 12 12 6 10:15 9 6 14 7 10:30 11 8 9 11 10:45 15 4 46 30 9 9 44 33 90 63 11:00 14 7 13 3 11:15 14 3 10 8 11:30 12 1 12 4 13 4 53 - — 15 19 1 0 54 15 107 30 Total 387 686 332 I'll 849 1 "1 719 1 - — 1535 Percent 36.1% 63.9% 28A% 71.9% 31.9% 68.1% Grand Total 387 686 332 849 719 1535 Percent 36.1% 63.9% 28.1% 71.9% 31.9% 68.1% ADT ADT 2,254 AADT 2,254 City Traffic Counters Start 25 -May -21 North Hour Totals South Hour Totals Combined Totals Total 380 788 358 745 724 1531 Grand 306 780 358 745 724 1531 Total Percent 31.8% 082"& 32.5% 67,5% 32A% 07�9% MOMMOVATAT City Traffic Counters Start 27 -May -21 North Hour Totals South Hour Totals Combined Totals Total 687 808 534 1088 1231 2514 Grand—697 906 534 1608 1231 2514 ADT ADT 3,745 AADT 3,745 City Traffic Counters Vineland Avenu6 WNLI Start 27 -May -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 580 1423 1080 1488 1008 2821 Grand 598 1423 1090 1498 1688 2921 City Traffic Counters Vineland Avenu6 Start 27 -May -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 705 1920 381 458 1140 2378 Grand 765 1920 381 458 1146 2378 ADT ADT 3,524 AADT 3,524 City Traffic Counters Vineland Avenu6 Start 27 -May -21 Northeast Hour Totals Southwest Hour Totals Combined Totals Total 745 1839 1455 1819 2200 3058 Grand—745 1839 1455 1819 2200 3658 IIIIIIIIIIIIIIIIIIIIIEFTITTATOINWIMP City of Baldwin Park Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) 0,3114"IMMEMM 11" FRASTRU CT" RE B p ENGINEERS Engineering and Traffic Survey (CVC Section 627) Street: Badillo St Segment #: Segment: Ramona Blvd to East City Limit Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/27/2021 5/27/2021 5/27/2021 40 39 39 45 45 45 34 34 34 65 58 62 40 40 4/24/2018 through 4/24/2021 36 5Mid-Block Collision Rate Per Million Vehicle Miles: 0.67 6 Expected Mid -Block Collision Rate: 1.19 6/2/2021 14,588 4 -Lane Divided Signals at Ramona, Puente, & Willow Yes Yes Yes Fair Yes_ Yes Yes Residential M 0.56 No No Yes Yes No Fair Yes Yes Yes Residential/Commercial ,,PART W. ,Rpcomnnended Speed Limit 40 lIPH., Ju tification Lt tedrB91otw Re it '= JUSTIFIED Consistent posting with adjacent segment justifies reduction of 85th by 5 MPH. This is a transition segment as it changes to 45 MPH as this street enters the City of West Covina Prepared by: Infrastructure Engineers. B - 1 Engineering and Traffic Survey (CVC Section 627) Street: Baldwin Park Blvd Segment #: 2 Segment: Live Oak Ave to Olive St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/26/2021 5/26/2021 5/26/2021 50th Percentile Speed: 38 41 39 85th Percentile Speed: 44 47 46 10 MPH Pace (Minimum): 35 39 36 Percent in Pace: 65 61 62 Posted Speed Limit 40 40 Fair Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 8Mid-Block Collision Rate Per Million Vehicle Miles: 0.23 1 Expected Mid -Block Collision Rate: 1.19 5/25/2021 7,907 4 -Lane Divided Signals at Live Oak, Calais, & Olive No No No Yes Yes Yes Yes 0.5 No No Fair Fair Yes _ Yes Yes Yes Yes Yes Residential Residential Engineering and Traffic Survey (CVC Section 627) Street: Baldwin Park Blvd Segment #: 3 Segment: Olive St to Los Angeles St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/26/2021 5/26/2021 5/26/2021 39 39 39 45 43 43 35 34 34 68 76 72 40 40 4/24/2018 through 4/24/2021 36 18 Mid -Block Collision Rate Per Million Vehicle Miles: 0.82 5 Expected Mid -Block Collision Rate: 1.19 5/25/2021 11,607 4 -Lane Divided Signals at Olive, Ohio, & Los Angeles No No No Yes _ Yes Yes Yes 0.48 No No Good Good Yes Yes Yes Yes Yes Yes Residential Residential/School Engineering and Traffic Survey (CVC Section 627) Street: Baldwin Park Blvd Segment #: 4 Segment: Los Angeles St to Ramona Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/26/2021 5/26/2021 5/26/2021 50th Percentile Speed: 35 37 36 85th Percentile Speed: 39 42 41 10 MPH Pace (Minimum): _ 31 33 31 Percent in Pace: 79 72 75 Posted Speed Limit 40 40 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 14Mid-Block Collision Rate Per Million Vehicle Miles: 1.16 7 Expected Mid -Block Collision Rate: 1.19 5/25/2021 12,844 4 -Lane Divided Signals at Los Angeles, Clark, & Ramona. Signalized PED XING at midblock. No No No Yes Yes Yes Yes 0.43 No No Good Good Yes Yes Yes Yes Yes Yes Residential Residential Engineering and Traffic Survey (CVC Section 627) Street: Baldwin Park Blvd Segment #: rj Segment: Ramona Blvd to Merced Ave Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/26/2021 5/26/2021 5/26/2021 50th Percentile Speed: 35 36 36 85th Percentile Speed: 40 42 41 10 MPH Pace (Minimum): 32 31 31 Percent in Pace: 72 67 69 Posted Speed Limit 40 40 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 6Mid-Block Collision Rate Per Million Vehicle Miles: 0.91 g Expected Mid -Block Collision Rate: 1.19 5/25/2021 14,529 4 -Lane Divided Signals at Ramona, Sterling, Stewart, and Merced No No No Yes _ Yes Yes Yes 0.55 No No Fair Fair Yes _ Yes Yes Yes No Yes Residential Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Baldwin Park Blvd Segment #: 6 Segment: Merced Ave to Francisquito Ave Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/26/2021 5/26/2021 5/26/2021 50th Percentile Speed: 40 38 39 85th Percentile Speed: 44 43 44 10 MPH Pace (Minimum): 35 35 35 Percent in Pace: 73 64 69 Posted Speed Limit 40 40 Fair Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 9Mid-Block Collision Rate Per Million Vehicle Miles: 0.62 8 Expected Mid -Block Collision Rate: 1.19 5/25/2021 17,775 4 -Lane Divided Signals at Merced, Foster, & Francisquito Yes No No Yes Yes Yes Yes 0.66 No No Fair Fair Yes _ Yes Yes Yes Yes Yes Residential/Commercial Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Baldwin Park Blvd Segment #: Segment: Francisquito Ave to 1-10 Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/26/2021 5/26/2021 5/26/2021 27 31 30 39 38 38 23 25 24 58 68 62 40 40 Yes 4/24/2018 through 4/24/2021 36 5 Mid -Block Collision Rate Per Million Vehicle Miles: 2.08 17 Expected Mid -Block Collision Rate: 1.19 5/25/2021 21,948 4 -Lane Divided Signals at Francisquito,Tracy, and the 1-10 Interchange No No No Yes Yes Yes No 0.34 No No Fair Fair Yes _ Yes Yes Yes Yes Yes Commercial Commercial Engineering and Traffic Survey (CVC Section 627) Street: Baldwin Park Blvd Segment #: 8 Segment: 1-10 to South City Limit Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT) Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/26/2021 5/26/2021 32 31 38 36 26 26 68 78 40 40 4/24/2018 through 4/24/2021 5/26/2021 31 37 26 73 36 9 Mid -Block Collision Rate Per Million Vehicle Miles: 0.99 10 Expected Mid -Block Collision Rate: 1.19 5/25/2021 25,696 4 -Lane Divided Signals at Dalewood & Bess No No No Yes _ Yes Yes Yes 0.36 Yes No Fair Fair Yes _ Yes Yes Yes Yes Yes Commercial Commercial Engineering and Traffic Survey (CVC Section 627) Street: Bess Ave Segment #: 9 Segment: 1-10 to Baldwin Park Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/2/2021 6/2/2021 6/2/2021 50th Percentile Speed: 26 26 26 85th Percentile Speed: 32 30 31 10 MPH Pace (Minimum): 22 23 22 Percent in Pace: 70 90 80 Posted Speed Limit 30 30 Fair Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 2Mid-Block Collision Rate Per Million Vehicle Miles: 1.56 4 Expected Mid -Block Collision Rate: 0.96 5/27/2021 7,337 2 -Lane Un -divided Signals at Baldwin Park. Stop Control ad Judith, Leorita, and Frazier. No No No No _ No Yes Yes 0.32 No No Fair Fair Yes _ Yes Yes Yes No Yes Residential Residential Engineering and Traffic Survey (CVC Section 627) Street: Bess Ave Segment #: 10 Segment: Syracuse Ave to Frazier St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 6/2/2021 6/2/2021 6/2/2021 25 26 26 30 30 30 20 20 20 67 79 74 25 25 4/24/2018 through 4/24/2021 36 2Mid-Block Collision Rate Per Million Vehicle Miles: 6.14 11 Expected Mid -Block Collision Rate: 0.96 5/27/2021 3,411 2 -Lane Un -divided Stop Control at Athol, Barnes, Frazier and Syracuse No No Yes Good Yes Yes No Residential Yes 0.48 No No No No Yes Good Yes Yes Yes Residential/School Within School Zone A T' � Recommenc d Speed, Limit 25 IIPH. .�u tj ication �tsted Below R� uit` JUSTIFIM, Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352(b)(1) Prepared by: Infrastructure Engineers. B - 10 Engineering and Traffic Survey (CVC Section 627) Street: Big Dalton Ave No No Segment #: Segment: Pacific Ave. to 1-10 No On -Street Parking: Yes Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. 1 PART 1 PeaiMng Speed'Meaaurernent ..... Verticle Curves: No Horizontal Curves: N51ortFkirund .:::... outhbund Crbmbir1ed Date of Survey: 6/3/2021 6/3/2021 6/3/2021 50th Percentile Speed: 32 30 31 85th Percentile Speed: 39 39 39 10 MPH Pace (Minimum): 30 26 29 Percent in Pace: 48 50 46 Posted Speed Limit 25 25 'PART11; Collision'Recordr.... Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 3 Mid -Block Collision Rate Per Million Vehicle Miles: 1.90 Mid -Block Collisions: 7 Expected Mid -Block Collision Rate: 0.96 Date of Observation: 5/27/2021 Average Daily Traffic (ADT): 3,361 Lane Configuration: 2 -Lane Un -divided Traffic Controls: Signals at Pacific. Stop control at Merced Uncontrolled Crosswalks: No Pedestrian/Bicycles: No No Truck Traffic: No _ No On -Street Parking: Yes Yes Length of Segment (Miles): 1 Verticle Curves: No Horizontal Curves: No Lateral Visibility: Good Good Sidewalks: Yes Yes Driveways: Yes Yes Street Lighting: Yes Yes Adjacent Land Use: Residential/Commercial Residential PARC11f: Additional Rerarke ',,,PART, V. Recomrhendod Spaecii Limit 25 JU$tif1CatIon Listen 13e1 .. ... Resutt JUSTIFIED , Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352 (b)(1) Prepared by: Infrastructure Engineers. B - 11 Engineering and Traffic Survey (CVC Section 627) Street: Center St Segment #: 12 Segment: Olive St to Los Angeles St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/27/2021 5/27/2021 5/27/2021 31 33 31 37 39 38 24 32 30 53 53 50 30 30 4/24/2018 through 4/24/2021 36 7 Mid -Block Collision Rate Per Million Vehicle Miles: 2.25 2 Expected Mid -Block Collision Rate: 0.96 5/25/2021 1,690 2 -Lane Un -divided Signals at Los Angeles Yes No No No _ No Yes Yes 0.48 No No Fair Fair Yes _ Yes Yes Yes No Yes Residential/School Residential Engineering and Traffic Survey (CVC Section 627) Street: Center St Segment #: 13 Segment: Los Angeles St. to Ramona Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit 6/2/2021 28 34 23 67 30 6/2/2021 29 36 24 67 30 6/2/2021 28 35 23 66 Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 0Mid-Block Collision Rate Per Million Vehicle Miles: 4.57 Mid -Block Collisions: 3 Expected Mid -Block Collision Rate: 0.96 Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/25/2021 922 2 -Lane Un -divided Signals at Los Angeles. Stop control at Palm & Ramona No No Yes Fair Yes Yes Yes Residential No No No Yes 0.65 No No Fair Yes Yes Yes Residential No No Yes Fair Yes Yes Yes Residential Engineering and Traffic Survey (CVC Section 627) Street: Commerce Dr. Segment #: 14 Segment: Rivergrade Rd to Live Oak Ave Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/3/2021 6/3/2021 6/3/2021 50th Percentile Speed: 30 32 31 85th Percentile Speed: 35 38 37 10 MPH Pace (Minimum): 25 27 27 Percent in Pace: 75 70 69 Posted Speed Limit 40 40 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 0Mid-Block Collision Rate Per Million Vehicle Miles: 0.97 1 Expected Mid -Block Collision Rate: 0.96 5/25/2021 1,545 2 -Lane Divided Stop Control at Rivergrade and Live Oak. Signalized pedestrian crossing at midblock. Good Yes Yes Yes Commercial M 0.61 No Yes No No No Good Yes Yes Yes Commercial Engineering and Traffic Survey (CVC Section 627) Street: Francisquito Ave Yes No Segment #: 15 Segment: Ramona Blvd to Frazier St Yes Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. No PAR" L", Pe ailing p#eid'Measdrement .. ,. .. <<....<.: Yes Northbound: irund outhbound .. + i bin�ed Date of Survey: 5/25/2021 5/25/2021 5/25/2021 50th Percentile Speed: 37 39 38 85th Percentile Speed: 43 43 43 10 MPH Pace (Minimum): 32 34 34 Percent in Pace: 70 76 71 Posted Speed Limit 35 35 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 14Mid-Block Collision Rate Per Million Vehicle Miles: 1.60 9 Expected Mid -Block Collision Rate: 1.13 5/27/2021 10,732 4 -Lane Un -divided Signals at Ramona & Frazier No No Yes Good Yes Yes Yes Residential/Commercial Yes No No Yes 0.48 No No Good Yes Yes Yes Residential/Commercial No No Yes Good Yes Yes Yes Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Francisquito Ave Yes No Segment #: 16 Segment: Frazier St to Baldwin Park Blvd Yes Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. PART 1 PeaiMng Speed Measurement ... . ...<.<....<.: .. .<<. .. Fair Northbound' outhbeund Cvmbmn,'e Date of Survey 5/25/2021 5/25/2021 5/25/2021 50th Percentile Speed: 35 36 36 85th Percentile Speed: 41 40 40 10 MPH Pace (Minimum): _ 32 31 30 Percent in Pace: 72 73 72 Posted Speed Limit 35 35 'PART 11;Co lison'Records Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 10 Mid -Block Collision Rate Per Million Vehicle Miles: 1.31 Mid -Block Collisions: 7 Expected Mid -Block Collision Rate: 1.13 Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/27/2021 14,339 4 -Lane Un -divided Signals at Fraziers and Baldwin Park No No Yes Fair Yes Yes Yes Residential/Commercial Yes No No Yes 0.34 No No Fair Yes Yes Yes School/Commercial No No Yes Fair Yes Yes Yes Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Francisquito Ave Segment #: 1 Segment: Baldwin Park Blvd to South City Limit Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/25/2021 5/25/2021 5/25/2021 31 30 30 34 34 34 25 26 25 89 86 86 35 35 4/24/2018 through 4/24/2021 36 31 Mid -Block Collision Rate Per Million Vehicle Miles: 2.22 34 Expected Mid -Block Collision Rate: 1.19 5/27/2021 26,371 4 -Lane Divided Signals at Baldwin Park, Maine, Garvey, Vineland, & Dalewood No No No Yes _ Yes No No 0.53 No No Fair Fair Yes _ Yes Yes Yes Yes Yes Residential/Commercial Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Frazier St Segment #: 18 Segment: Bess Ave to Francisquito Ave. Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 6/2/2021 6/2/2021 6/2/2021 31 35 33 36 40 38 27 32 29 70 64 65 35 35 4/24/2018 through 4/24/2021 36 10Mid-Block Collision Rate Per Million Vehicle Miles: 1.64 7 Expected Mid -Block Collision Rate: 0.96 5/27/2021 5,500 2 -Lane Divided Signals at Francisquito. Stop Control at Waco, Fairgrove, and Bess. Yes No Yes Good Yes Yes No Residential Yes Yes_ No Yes 0.71 No No Good Yes Yes Yes Residential/School Yes No Yes Good Yes Yes No Residential Engineering and Traffic Survey (CVC Section 627) Street: Harlan Ave Segment #: 19 Segment: Los Angeles St. to Ramona Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/2/2021 6/2/2021 6/2/2021 50th Percentile Speed: 32 33 33 85th Percentile Speed: 37 39 37 10 MPH Pace (Minimum): _ 28 28 28 Percent in Pace: 79 68 74 Posted Speed Limit 25 25 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 No No Yes Good Yes Yes Yes Residential Yes No No Yes 0.72 No Yes Good Yes Yes Yes Residential No No Yes Good Yes Yes Yes Residential Engineering and Traffic Survey (CVC Section 627) Street: Live Oak Ave Segment #: 20 Segment: Rivergrade Rd to Baldwin Park Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/26/2021 5/26/2021 5/26/2021 50th Percentile Speed: 38 37 37 85th Percentile Speed: 44 41 43 10 MPH Pace (Minimum): _ 32 32 32 Percent in Pace: 72 82 77 Posted Speed Limit 45 45 PART I 1; olll lon Records...'. Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 2 Mid-Block Collision Rate Per Million Vehicle Miles: 0.58 Mid -Block Collisions: 10 Expected Mid -Block Collision Rate: 1.19 PART Ill; Highway,'Trafr and Roadside Characteristics EastboundWestbound , Date of Observation: 6/2/2021 Average Daily Traffic (ADT): 25,483 Lane Configuration: 4 -Lane Divided Traffic Controls: Signals at Rivergrade, Stewart, & Baldwin Park Uncontrolled Crosswalks: No Pedestrian/Bicycles: No No Truck Traffic: No No On -Street Parking: Yes Yes Length of Segment (Miles): 0.55 Verticle Curves: No Horizontal Curves: No Lateral Visibility: Good Good Sidewalks: Yes Yes Driveways: Yes Yes Street Lighting: Yes Yes Adjacent Land Use: Commercial Commercial Engineering and Traffic Survey (CVC Section 627) Street: Los Angeles St. Segment #: 21 Segment: West City Limit to Center St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/27/2021 5/27/2021 5/27/2021 38 36 37 44 40 43 33 32 33 65 78 70 40 40 4/24/2018 through 4/24/2021 36 8Mid-Block Collision Rate Per Million Vehicle Miles: 1.04 8 Expected Mid -Block Collision Rate: 1.13 6/2/2021 19,604 4 -Lane Un -divided Signals at Littlejohn, Hornbrook, & Center No Yes Yes Fair Yes_ Yes Yes Residential M 0.36 No No No Yes Yes Fair Yes Yes Yes Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Los Angeles St. Segment #: 22 Segment: Center St to Maine Ave Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/27/2021 5/27/2021 5/27/2021 34 35 35 39 38 39 28 30 29 76 84 79 40 40 4/24/2018 through 4/24/2021 36 30Mid-Block Collision Rate Per Million Vehicle Miles: 1.02 16 Expected Mid -Block Collision Rate: 1.13 6/2/2021 14,269 4 -Lane Un -divided Signals at Center, Walnut, Merced, Bressee, Stewart, La Rica, Baldwin Park, and Maine No Yes Yes Good Yes Yes Yes Residential/Commercial M 1 No No No Yes Yes Good Yes Yes Yes Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Los Angeles St. Segment #: 23 Segment: Maine Ave to East City Limit Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. <<<.. . ,<...._._ PART 1 PeaiMng Speed Measurement ...<.<....<. . East nd tba rtcl ombIf d Date of Survey: 5/27/2021 5/27/2021 5/27/2021 50th Percentile Speed: 37 35 36 85th Percentile Speed: 41 40 41 10 MPH Pace (Minimum): 33 31 32 Percent in Pace: 72 75 71 Posted Speed Limit 40 40 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 6Mid-Block Collision Rate Per Million Vehicle Miles: 0.77 3 Expected Mid -Block Collision Rate: 1.13 6/2/2021 9,066 4 -Lane Un -divided Signals at Los Angeles. Stop control at Phelan M No No Yes Yes Yes Yes 0.39 No No Fair Yes Yes Yes Residential/Commercial Fair Yes Yes Yes Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Maine Ave Segment #: 24 Segment: Arrow Hwy to Olive St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/25/2021 5/25/2021 5/25/2021 33 34 33 36 39 38 29 29 29 80 64 72 35 35 4/24/2018 through 4/24/2021 36 6 Mid -Block Collision Rate Per Million Vehicle Miles: 1.17 5 Expected Mid -Block Collision Rate: 0.96 6/2/2021 7,966 2 -Lane Divided Signals at Arrow & Olive. Yes No Yes Good Yes Yes Yes Residential/Commercial Yes Yes No Yes 0.49 No No Good Yes Yes No Residential/Commercial Yes No Yes Good Yes Yes Yes Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Maine Ave Segment #: 25 Segment: Olive St to Los Angeles St. Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/25/2021 5/25/2021 5/25/2021 50th Percentile Speed: 29 29 29 85th Percentile Speed: 33 33 33 10 MPH Pace (Minimum): _ 25 25 25 Percent in Pace: 89 89 89 Posted Speed Limit 35 35 ;PART( 1„ Golllslan Records Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 4 Mid-Block Collision Rate Per Million Vehicle Miles: 1.48 Mid -Block Collisions: 9 Expected Mid -Block Collision Rate: 0.96 PART Ill; Highway, TrafrWand Roadside Gharacteristics NarthboulndSouthbourfd Date of Observation: 6/2/2021 Average Daily Traffic (ADT): 11,302 Lane Configuration: 2 -Lane Divided Traffic Controls: Signals at Olive, Ohio/Hallwood, & Los Angeles Uncontrolled Crosswalks: No Pedestrian/Bicycles: Yes _ Yes Truck Traffic: No No On -Street Parking: Yes Yes Length of Segment (Miles): 0.49 Verticle Curves: No Horizontal Curves: No Lateral Visibility: Good Good Sidewalks: Yes Yes Driveways: Yes Yes Street Lighting: No Yes Adjacent Land Use: Residential/Commercial Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Maine Ave Segment #: 26 Segment: Los Angeles St. to Ramona Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit 5/25/2021 29 33 26 85 35 5/25/2021 28 31 24 89 35 5/25/2021 28 32 25 84 Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 12Mid-Block Collision Rate Per Million Vehicle Miles: 2.57 Mid -Block Collisions: 19 Expected Mid -Block Collision Rate: 0.96 Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 6/2/2021 14,824 2 -Lane Divided Signals at Los Angeles, Clark, Palmrose, Park Plaza, & Ramona No Yes_ Yes No _ No Yes Yes 0.36 No No Good Good Yes Yes Yes Yes Yes Yes Commercial Commercial Engineering and Traffic Survey (CVC Section 627) Street: Maine Ave Segment #: 27 Segment: Pacific Ave to Merced Ave. Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/25/2021 5/25/2021 5/25/2021 34 33 33 37 38 38 28 28 28 80 64 72 35 35 4/24/2018 through 4/24/2021 36 11 Mid -Block Collision Rate Per Million Vehicle Miles: 1.76 5 Expected Mid -Block Collision Rate: 0.96 6/2/2021 3,564 2 -Lane Un -divided Signals at Pacific. Stop Control at Merced,& La Rica/Macdevitt M No No No _ No Yes Yes 0.73 No No Fair Yes Yes Yes Residential/Commercial Fair Yes Yes No Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Maine Ave Segment #: 28 Segment: Merced Ave. to Francisquito Ave. Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/25/2021 5/25/2021 5/25/2021 50th Percentile Speed: 32 33 32 85th Percentile Speed: 36 38 37 10 MPH Pace (Minimum): _ 27 30 28 Percent in Pace: 78 73 74 Posted Speed Limit 35 35 PART (1; oili icon Records...'. Yes Time Period Covered: Residential/School 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 3 Mid -Block Collision Rate Per Million Vehicle Miles: 1.42 Mid -Block Collisions: 6 Expected Mid -Block Collision Rate: 0.96 Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 6/2/2021 5,663 2 -Lane Un -divided Signals at Merced & Francisquito. Stop Control at Foster No No Yes Fair Yes Yes No Residential No No No Yes 0.68 No No Fair Yes Yes Yes Residential/School No No Yes Fair Yes Yes No Residential Engineering and Traffic Survey (CVC Section 627) Street: Merced Ave. Segment #: 29 Segment: Olive St to Los Angeles St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/1/2021 6/1/2021 6/1/2021 50th Percentile Speed: 39 38 39 85th Percentile Speed: 45 44 45 10 MPH Pace (Minimum): _ 35 34 33 Percent in Pace: 59 60 59 Posted Speed Limit 35 35 Residential Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 9Mid-Block Collision Rate Per Million Vehicle Miles: 5.15 10 Expected Mid -Block Collision Rate: 1.13 5/25/2021 3,544 4 -Lane Un -divided Signals at Los Angeles & Olive No No Yes Good Yes Yes No Residential/Commercial No No No Yes 0.5 No No Good Yes Yes Yes Residential Engineering and Traffic Survey (CVC Section 627) Street: Merced Ave. Segment #: 30 Segment: Los Angeles St. to Ramona Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit 6/1/2021 33 37 28 77 35 6/1/2021 33 38 27 78 35 6/1/2021 33 37 27 77 Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 8Mid-Block Collision Rate Per Million Vehicle Miles: 0.21 Mid -Block Collisions: 1 Expected Mid -Block Collision Rate: 1.13 Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/25/2021 7,133 4 -Lane Un -divided Signals at Los Angeles and Ramona. Stop Control at Palm No No No No No Yes Yes 0.6 No Yes Fair Fair Yes _ Yes Yes Yes Yes No Residential Residential/School Engineering and Traffic Survey (CVC Section 627) Street: Merced Ave. Segment #: 31 Segment: Ramona Blvd to Baldwin Park Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/1/2021 6/1/2021 6/1/2021 50th Percentile Speed: 33 33 33 85th Percentile Speed: 37 39 38 10 MPH Pace (Minimum): 29 27 29 Percent in Pace: 79 73 75 Posted Speed Limit 35 35 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 2Mid-Block Collision Rate Per Million Vehicle Miles: 1.50 5 Expected Mid -Block Collision Rate: 1.13 5/25/2021 8,452 4 -Lane Un -divided Signals at Ramona & Baldwin Park No No Yes Yes 0.36 No Yes Good Yes Yes Yes Residential/Commercial No No Yes Good Yes Yes Yes Residential Engineering and Traffic Survey (CVC Section 627) Street: Merced Ave. Segment #: 32 Segment: Baldwin Park Blvd to Vineland Ave Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/1/2021 6/1/2021 6/1/2021 50th Percentile Speed: 31 29 30 85th Percentile Speed: 36 33 35 10 MPH Pace (Minimum): _ 27 24 24 Percent in Pace: 76 84 75 Posted Speed Limit 35 35 PART I 1; Pollislon,Recordr...'. Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 21 Mid -Block Collision Rate Per Million Vehicle Miles: 1.35 Mid -Block Collisions: 7 Expected Mid -Block Collision Rate: 1.13 PART IIF; F#"thww y, Traffi+ and Roadside Characteristics �. . .<. Northbound SdI:It11hoUrtid Date of Observation: 5/25/2021 Average Daily Traffic (ADT): 13,176 Lane Configuration: 4 -Lane Un -divided Traffic Controls: Signals at Baldwin Park, Ahern, & Vineland. Stop Control at Maine. Uncontrolled Crosswalks: No Pedestrian/Bicycles: No No Truck Traffic: No _ No On -Street Parking: Yes Yes Length of Segment (Miles): 0.36 Verticle Curves: No Horizontal Curves: No Lateral Visibility: Good Good Sidewalks: Yes Yes Driveways: Yes Yes Street Lighting: No Yes Adjacent Land Use: Residential Residential/Commerical/School Engineering and Traffic Survey (CVC Section 627) Street: Merced Ave. Segment #: 33 Segment: Vineland Ave to Puente Ave Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/1/2021 6/1/2021 6/1/2021 50th Percentile Speed: 32 30 31 85th Percentile Speed: 36 36 36 10 MPH Pace (Minimum): 28 25 28 Percent in Pace: 83 73 75 Posted Speed Limit 35 35 Yes Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 4Mid-Block Collision Rate Per Million Vehicle Miles: 1.76 8 Expected Mid -Block Collision Rate: 1.13 5/25/2021 12,216 4 -Lane Un -divided Signals at Vineland, Market Place, & Puente. Stop Control at Big Dalton. No No No No No Yes Yes 0.34 No No Fair Fair Yes _ Yes Yes Yes Yes Yes Residential/Commercial Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Olive St Segment #: 34 Segment: West City Limit to Baldwin Park Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/1/2021 6/1/2021 6/1/2021 50th Percentile Speed: 33 34 34 85th Percentile Speed: 39 39 39 10 MPH Pace (Minimum): 28 29 29 Percent in Pace: 60 67 63 Posted Speed Limit 30 30 PART I 1; oill lon Records..... Fair "' ... Time Period Covered: Yes _ 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Yes Intersection Collisions: 6 Mid -Block Collision Rate Per Million Vehicle Miles: 0.97 Mid -Block Collisions: 3 Expected Mid -Block Collision Rate: 1.13 Date of Observation: 6/2/2021 Average Daily Traffic (ADT): 3,876 Lane Configuration: 4 -Lane Un -divided Traffic Controls: Signals at Baldwin Park. Stop control at Stewart, Merced & and Center Uncontrolled Crosswalks: Yes Pedestrian/Bicycles: No No Truck Traffic: No _ No On -Street Parking: Yes Yes Length of Segment (Miles): 0.73 Verticle Curves: No Horizontal Curves: No Lateral Visibility: Fair Fair Sidewalks: Yes _ Yes Driveways: Yes Yes Street Lighting: Yes Yes Adjacent Land Use: Residential Residential/School PARC 111: Additiorral Remarks ',,,PART, W. ,Kpcomthendod $Peed Limit 35 Ju tification Li ted,t39low ... Re ptt ': INCREASED, Uncontrolled crosswalk and high calculated collision rate of 2.26 justifies reduction of 85th percentile speed by 5 MPH Prepared by: Infrastructure Engineers. B -34 Engineering and Traffic Survey (CVC Section 627) Street: Olive St Segment #: 35 Segment: Baldwin Park Blvd to East City Limit Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit 6/1/2021 33 40 28 64 30 6/1/2021 35 42 30 64 30 6/11/2021 34 41 30 63 Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 3 Mid -Block Collision Rate Per Million Vehicle Miles: 1.16 Mid -Block Collisions: 11 Expected Mid -Block Collision Rate: 0.96 Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 6/2/2021 7,065 2 -Lane Divided Signals at Olive and Azusa Canyon. Stop Control at Phelan No No Yes Good Yes Yes Yes Residential/Commercial M 1.23 No No No No Yes Good Yes Yes Yes Residential/Commercial A portion of the segment is 2 -Lane Un -divided PART V: �Repornmended S eed� Limit 35 MPH. . tifi atioft U "ed Below...... Res, '` INCREASED Consistent with adjacent roadway segment justifies reduction of 85th percentile speed by 5 MPH Prepared by: Infrastructure Engineers. B-35 Engineering and Traffic Survey (CVC Section 627) Street: Pacific Ave Segment #: 36 Segment: Ramona Blvd to Big Dalton Ave Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/27/2021 5/27/2021 5/27/2021 50th Percentile Speed: 33 32 33 85th Percentile Speed: 37 38 37 10 MPH Pace (Minimum): _ 28 28 28 Percent in Pace: 84 78 81 Posted Speed Limit 40 40 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 11 Mid -Block Collision Rate Per Million Vehicle Miles: 2.25 19 Expected Mid -Block Collision Rate: 0.96 5/27/2021 17,905 2 -Lane Divided Signals at Downey, Big Dalton, & Vineland Yes No Yes Good Yes Yes Yes Residential/Commercial Railaroad at segment ART V: Recommended Speed Limit 35 lIPH. Ju$tiflcat n Qstetf 13e1 .. . . Re ult " DECREASED A new lane configuration with bike lanes has reduced the 85 percentile speed. Justifies lowering posted speed by 5 MPH Prepared by: Infrastructure Engineers. B - 36 Yes Yes_ No Yes 0.43 No Yes Good Yes Yes Yes Residential/Commercial Yes No Yes Good Yes Yes Yes Residential/Commercial Railaroad at segment ART V: Recommended Speed Limit 35 lIPH. Ju$tiflcat n Qstetf 13e1 .. . . Re ult " DECREASED A new lane configuration with bike lanes has reduced the 85 percentile speed. Justifies lowering posted speed by 5 MPH Prepared by: Infrastructure Engineers. B - 36 Engineering and Traffic Survey (CVC Section 627) Street: Pacific Ave Segment #: 37 Segment: Big Dalton Ave to South City Limit Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/27/2021 5/27/2021 5/27/2021 50th Percentile Speed: 33 31 32 85th Percentile Speed: 37 35 36 10 MPH Pace (Minimum): 28 26 27 Percent in Pace: 81 85 82 Posted Speed Limit 40 40 "PART I l* olll lon Records...'. Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 7 Mid -Block Collision Rate Per Million Vehicle Miles: 1.36 Mid -Block Collisions: 10 Expected Mid -Block Collision Rate: 0.96 PART IIF; F#ighuuy, Traf+ and Roadside Gharaciertics : =` . ...:.<...<. Northbound Southbourtid " Date of Observation: 5/27/2021 Average Daily Traffic (ADT): 18,588 Lane Configuration: 2 -Lane Divided Traffic Controls: Signals at Big Dalton & Puente Uncontrolled Crosswalks: No Pedestrian/Bicycles: Yes _ Yes Truck Traffic: No No On -Street Parking: Yes Yes Length of Segment (Miles): 0.36 Verticle Curves: No Horizontal Curves: No Lateral Visibility: Good Good Sidewalks: Yes Yes Driveways: Yes Yes Street Lighting: No Yes Adjacent Land Use: Residential/Commercial Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Puente Ave. Segment #: 38 Segment: South City Limit to Merced Ave. Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/27/2021 5/27/2021 5/27/2021 37 36 37 44 40 43 33 31 33 63 77 67 40 40 4/24/2018 through 4/24/2021 36 12Mid-Block Collision Rate Per Million Vehicle Miles: 1.10 23 Expected Mid -Block Collision Rate: 1.19 5/27/2021 25,191 4 -Lane Divided Signals at Francisquito, Dalewood, & Merced No No No Yes _ Yes Yes Yes 0.76 No No Fair Fair Yes _ Yes Yes Yes Yes Yes Residential/Commercial Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Puente Ave. Segment #: 39 Segment: Merced Ave. to Root St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/27/2021 5/27/2021 5/27/2021 50th Percentile Speed: 37 37 37 85th Percentile Speed: 42 41 42 10 MPH Pace (Minimum): _ 32 32 32 Percent in Pace: 68 73 71 Posted Speed Limit 40 40 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 6Mid-Block Collision Rate Per Million Vehicle Miles: 1.74 20 Expected Mid -Block Collision Rate: 1.13 5/27/2021 12,031 4 -Lane Un -divided Signals at Merced, Town Center, & Pacific. Stop control at Root. No No No No _ No Yes Yes 0.87 No No Good Good Yes Yes Yes Yes Yes Yes Residential/Commercial Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Puente Ave. Segment #: 40 Segment: Root St to Ramona Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/27/2021 5/27/2021 5/27/2021 50th Percentile Speed: 30 30 30 85th Percentile Speed: 35 35 35 10 MPH Pace (Minimum): 26 26 26 Percent in Pace: 76 75 75 Posted Speed Limit 30 30 PART! 1. olll lon Records...'. Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 5 Mid-Block Collision Rate Per Million Vehicle Miles: 2.23 Mid -Block Collisions: 6 Expected Mid -Block Collision Rate: 0.96 Date of Observation: 5/27/2021 Average Daily Traffic (ADT): 4,815 Lane Configuration: 2 -Lane Un -divided Traffic Controls: Signals at Puente & Ramona. Uncontrolled Crosswalks: Yes Prepared by: Infrastructure Engineers. B -40 Engineering and Traffic Survey (CVC Section 627) Street: Ramona Blvd Segment #: 41 Segment: 1-605 to Francisquito Ave. Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/25/2021 5/25/2021 5/25/2021 50th Percentile Speed: 36 36 36 85th Percentile Speed: 40 40 40 10 MPH Pace (Minimum): _ 31 31 31 Percent in Pace: 82 81 81 Posted Speed Limit 40 40 PART! 1; Coll1ilon Records...'.. Yes Time Period Covered: Commercial/Residential 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 9 Mid -Block Collision Rate Per Million Vehicle Miles: 0.61 Mid -Block Collisions: 13 Expected Mid -Block Collision Rate: 1.19 Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 6/2/2021 27,738 4 -Lane Divided Two Signals at 1-605. Signals at Syracuse/Schabarum, Barnes/Durbin, & Francisquito Yes Yes No Fair Yes Yes Yes Commercial No Yes_ Yes Yes 0.7 No No Fair Yes Yes Yes Commercial/Residential Yes Yes No Fair Yes Yes Yes Commercial Engineering and Traffic Survey (CVC Section 627) Street: Ramona Blvd Segment #: 42 Segment: Francisquito Ave. to Merced Ave. Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/25/2021 5/25/2021 5/25/2021 50th Percentile Speed: 37 36 36 85th Percentile Speed: 41 44 43 10 MPH Pace (Minimum): 32 34 33 Percent in Pace: 76 64 69 Posted Speed Limit 40 40 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 8Mid-Block Collision Rate Per Million Vehicle Miles: 0.84 18 Expected Mid -Block Collision Rate: 1.19 6/2/2021 20,438 4 -Lane Divided Signals at Merced, Monterey, Foster, Earl, & Francisquito Yes Yes Yes Fair Yes_ Yes Yes Residential/Commercial No Yes Yes No 0.96 No No Fair Yes Yes Yes Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Ramona Blvd Segment #: 43 Segment: Merced Ave. to Baldwin Park Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/26/2021 5/26/2021 5/26/2021 35 35 35 39 39 39 31 30 30 82 83 82 40 40 4/24/2018 through 4/24/2021 36 11 Mid -Block Collision Rate Per Million Vehicle Miles: 1.00 12 Expected Mid -Block Collision Rate: 1.19 6/2/2021 24,456 4 -Lane Divided Signals at Merced, Baldwin Park, La Rica & Stewart Yes Yes No Fair Yes_ Yes Yes Residential/Commercial M 0.45 No No Yes Yes No Fair Yes Yes Yes Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Ramona Blvd Segment #: 44 Segment: Baldwin Park Blvd to Badillo St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/26/2021 5/26/2021 5/26/2021 28 28 28 33 33 33 23 24 23 77 87 80 35 35 4/24/2018 through 4/24/2021 36 18Mid-Block Collision Rate Per Million Vehicle Miles: 1.03 12 Expected Mid -Block Collision Rate: 1.19 6/2/2021 19,038 4 -Lane Divided Signals at Maine, Baldwin Park, Cesar Chavez, Bogart, Downing, & Badillo Yes Yes No Good Yes No Yes Commercial No Yes Yes No 0.56 No Yes Good Yes No Yes Commercial/Residential Yes Yes No Good Yes No Yes Commercial Engineering and Traffic Survey (CVC Section 627) Street: Ramona Blvd Segment #: 45 Segment: Badillo St to East City Limit Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit 5/26/2021 35 42 31 63 35 5/26/2021 35 41 30 72 35 5/26/2021 35 42 31 67 Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 4Mid-Block Collision Rate Per Million Vehicle Miles: 1.17 Mid -Block Collisions: 3 Expected Mid -Block Collision Rate: 1.13 Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 6/2/2021 5,576 4 -Lane Un -divided Signals at Badillo & Puente No Yes Yes Good Yes Yes Yes Commercial M 0.42 No Yes No Yes Yes Good Yes Yes Yes Commercial Engineering and Traffic Survey (CVC Section 627) Street: Rivergrade Rd Segment #: 46 Segment: Brooks Dr to Live Oak Ave Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit 5/26/2021 43 51 37 55 45 5/26/2021 44 49 36 60 45 5/26/2021 44 51 37 56 Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 0Mid-Block Collision Rate Per Million Vehicle Miles: 0.12 Mid -Block Collisions: 1 Expected Mid -Block Collision Rate: 1.19 Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 5/25/2021 10,542 4 -Lane Divided Signals at Brooks & Live Oak No No No Yes _ Yes No No 0.74 No No Good Good No No Yes No Yes Yes Commercial San Gabriel River Engineering and Traffic Survey (CVC Section 627) Street: Root St Segment #: 47 Segment: Puente St to East City Limit Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 5/27/2021 5/27/2021 5/27/2021 50th Percentile Speed: 36 36 36 85th Percentile Speed: 40 41 41 10 MPH Pace (Minimum): 31 32 32 Percent in Pace: 86 77 81 Posted Speed Limit 40 40 PART! 1; ct li ion Records.... Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 2 Mid-Block Collision Rate Per Million Vehicle Miles: 1.35 Mid -Block Collisions: 3 Expected Mid -Block Collision Rate: 1.13 Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: Stop Control at Puente No No Yes Fair Yes Yes Yes Residential 5/27/2021 6,146 4 -Lane Un -divided M 0.33 No Yes No No Yes Fair Yes Yes Yes Residential Engineering and Traffic Survey (CVC Section 627) Street: Stewart Ave Segment #: 48 Segment: Live Oak Ave to Olive St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/3/2021 6/3/2021 6/3/2021 50th Percentile Speed: 30 33 31 85th Percentile Speed: 35 38 37 10 MPH Pace (Minimum): 25 29 28 Percent in Pace: 71 61 61 Posted Speed Limit 30 30 Poor Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 5Mid-Block Collision Rate Per Million Vehicle Miles: 1,92 4 Expected Mid -Block Collision Rate: 0.96 5/25/2021 3,971 2 -Lane Un -divided Signal at Live Oak. Stop Control at Olive No No No No _ No Yes Yes 0.48 No No Poor Poor Yes _ Yes Yes Yes No Yes Residential/Commercial Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Stewart Ave Segment #: 49 Segment: Olive St to Los Angeles St Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/3/2021 6/3/2021 6/3/2021 50th Percentile Speed: 28 28 28 85th Percentile Speed: 32 35 34 10 MPH Pace (Minimum): _ 23 22 22 Percent in Pace: 75 61 67 Posted Speed Limit 30 30 PART Il* olli i. Records Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 3 Mid -Block Collision Rate Per Million Vehicle Miles: 3.38 Mid -Block Collisions: 4 Expected Mid -Block Collision Rate: 0.96 PART IIF; High uu y, Traffi+� and Roadside Characte�isttcs Narthbbund Southbflur�d Date of Observation: 5/25/2021 Average Daily Traffic (ADT): 2,254 Lane Configuration: 2 -Lane Un -divided Traffic Controls: Signal at Los Angeles. Stop Control at Olive Uncontrolled Crosswalks: No Pedestrian/Bicycles: No No Truck Traffic: No _ No On -Street Parking: Yes Yes Length of Segment (Miles): 0.48 Verticle Curves: No Horizontal Curves: No Lateral Visibility: Poor Poor Sidewalks: Yes _ Yes Driveways: Yes Yes Street Lighting: No Yes Adjacent Land Use: Residential Residential Engineering and Traffic Survey (CVC Section 627) Street: Stewart Ave Segment #: rJO Segment: Los Angeles St to Ramona Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/3/2021 6/3/2021 6/3/2021 50th Percentile Speed: 28 28 28 85th Percentile Speed: 33 32 33 10 MPH Pace (Minimum): _ 25 24 24 Percent in Pace: 69 78 73 Posted Speed Limit 30 30 PART I l* olll lon Records...'. <.. .<.. ...... . Time Period Covered: 4/24/2018 through 4/24/2021 Number of Months Observed: 36 Intersection Collisions: 3 Mid -Block Collision Rate Per Million Vehicle Miles: 3.12 Mid -Block Collisions: 4 Expected Mid -Block Collision Rate: 0.96 PART' Ill: Highway, Traffi+� and Roadside C. aracteristics ; ...: - \ Northbound Southbound: Date of Observation: 5/25/2021 Average Daily Traffic (ADT): 2,255 Lane Configuration: 2 -Lane Un -divided Traffic Controls: Signals at Los Angles & Ramona. Stop Control at Palm Uncontrolled Crosswalks: Yes Pedestrian/Bicycles: No No Truck Traffic: No _ No On -Street Parking: Yes Yes Length of Segment (Miles): 0.52 Verticle Curves: No Horizontal Curves: Yes Lateral Visibility: Poor Poor Sidewalks: Yes _ Yes Driveways: Yes Yes Street Lighting: No Yes Adjacent Land Use: Residential/Commercial Residential Engineering and Traffic Survey (CVC Section 627) Street: Syracuse Ave 3,745 Segment #: 51 Segment: Bess Ave to Ramona Blvd Signal at Ramona. Stop Control at Bess Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. No .....: <.. PART 1: Peailrrg Spud Measurement .. ............... . .. .<.. Yes 0.49 ortFlkirund .:::... outhbdund.:+mblri�d Date of Survey: 6/2/2021 6/2/2021 6/2/2021 50th Percentile Speed: 28 29 29 85th Percentile Speed: 34 37 35 10 MPH Pace (Minimum): _ 25 24 25 Percent in Pace: 73 66 69 Posted Speed Limit 30 30 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 3', Mid -Block Collision Rate Per Million Vehicle Miles: 2.99 6 Expected Mid -Block Collision Rate: 0.96 5/27/2021 3,745 2 -Lane Un -divided Signal at Ramona. Stop Control at Bess Yes No No No _ No Yes Yes 0.49 No No Fair Fair Yes _ Yes Yes Yes No Yes Residential/Commercial Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Vineland Ave Segment #: 52 Segment: South City Limit to Merced Ave. Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 6/11/2021 6/1/2021 6/11/2021 35 35 35 40 39 39 30 31 30 71 74 72 30 30 4/24/2018 through 4/24/2021 36 6Mid-Block Collision Rate Per Million Vehicle Miles: 2.06 12 Expected Mid -Block Collision Rate: 0.96 5/27/2021 5,858 2 -Lane Un -divided Signals at Francisquito & Merced. Stop Control at Garvey Yes No No No No Yes Yes 0.91_ No No Poor Poor Yes _ Yes Yes Yes Yes No Residential/Commercial Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Vineland Ave Segment #: 53 Segment: Merced Ave. to Pacific Ave Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/1/2021 6/1/2021 6/1/2021 50th Percentile Speed: 34 33 33 85th Percentile Speed: 38 37 37 10 MPH Pace (Minimum): 28 28 28 Percent in Pace: 78 77 78 Posted Speed Limit 30 30 Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 1 Mid -Block Collision Rate Per Million Vehicle Miles: 1.48 5 Expected Mid -Block Collision Rate: 0.96 5/27/2021 4,609 2 -Lane Un -divided Signals at Merced & Pacific No No Yes Fair Yes Yes No Residential/Commercial Yes No No Yes 0.67 No No Fair Yes Yes Yes Residential/Commercial No No Yes Fair Yes Yes No Residential/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Vineland Ave Segment #: 54 Segment: Pacific Ave to Badillo 5t Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 6/3/2021 6/3/2021 6/3/2021 50th Percentile Speed: 31 30 30 85th Percentile Speed: 37 35 36 10 MPH Pace (Minimum): 28 25 27 Percent in Pace: 66 74 67 Posted Speed Limit 30 30 Yes Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 2 Mid -Block Collision Rate Per Million Vehicle Miles: 4.42 7 Expected Mid -Block Collision Rate: 0.96 5/27/2021 3,524 2 -Lane Un -divided Signal at Pacific. Stop Control at Badillo Yes No No No _ No Yes Yes 0.41 No No Fair Fair Yes _ Yes Yes Yes Yes No Residential Residential Engineering and Traffic Survey (CVC Section 627) Street: Bogart Ave Segment #: 5555 Segment: Pacific Ave to Ramona Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. PAi,'f 1 PeaiMirg Speen Measurement . .. .<.. .. Mnrt[lbound outhbeund Combined Date of Survey: 6/9/2021 6/9/2021 6/9/2021 50th Percentile Speed: 25 25 25 85th Percentile Speed: 34 30 31 10 MPH Pace (Minimum): 21 20 20 Percent in Pace: 64 76 70 Posted Speed Limit Not Posted Not Posted Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 3', Mid -Block Collision Rate Per Million Vehicle Miles: 7.60 2 Expected Mid -Block Collision Rate: 0.96 6/9/2021 1,202 2 -Lane Un -divided Signal at Bogart. Stop Control at Pacific Yes No No No _ No Yes Yes 0.2 No Yes Fair Yes Yes Yes Metrolink/Commercial Fair Yes Yes No Commercial Engineering and Traffic Survey (CVC Section 627) Street: Downing Ave Segment #: 56 Segment: Pacific Ave to Ramona Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 6/3/2021 27 35 22 55 Not Posted 36 7 2 6/3/2021 25 33 20 59 Not Posted 4/24/2018 through 4/24/2021 6/3/2021 26 34 20 57 Mid -Block Collision Rate Per Million Vehicle Miles: 4.65 Expected Mid -Block Collision Rate: 0.96 6/9/2021 1,571 2 -Lane Un -divided Signals at Ramona & Pacific No No Yes Poor Yes Yes Yes Residential M 0.25 No Yes No No Yes Poor Yes No No Metrolink Engineering and Traffic Survey (CVC Section 627) Street: Frazier St/Dalewood St Segment #: 57 Segment: Judith St to Baldwin Park Blvd Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. Date of Survey: 50th Percentile Speed: 85th Percentile Speed: 10 MPH Pace (Minimum): Percent in Pace: Posted Speed Limit Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 6/3/2021 6/3/2021 6/3/2021 27 28 28 32 32 32 22 24 22 79 86 80 Not Posted Not Posted 4/24/2018 through 4/24/2021 36 8Mid-Block Collision Rate Per Million Vehicle Miles: 1.20 4 Expected Mid -Block Collision Rate: 0.96 6/9/2021 5,983 2 -Lane Un -divided Signals at Dalewood & Judith Fair Yes Yes Yes Residential/Commercial M 0.51 No Yes No No No Fair Yes Yes No 1-10/Commercial Engineering and Traffic Survey (CVC Section 627) Street: Garvey Ave Yes No Segment #: 58 Segment: Syracuse Ave to Tracy St Yes Prepared By: Brenda Corona Checked By: Steve Hilton, T.E. No PART 1 "" Pe ai Jng Sp+ 0d•Mea rrerrm nt No Fair Yes and yeetba rtc :Combined Date of Survey 6/3/2021 6/3/2021 6/3/2021 50th Percentile Speed: 26 25 26 85th Percentile Speed: 33 30 31 10 MPH Pace (Minimum): 21 21 21 Percent in Pace: 72 79 75 Posted Speed Limit Not Posted Not Posted Time Period Covered: Number of Months Observed: Intersection Collisions: Mid -Block Collisions: Date of Observation: Average Daily Traffic (ADT): Lane Configuration: Traffic Controls: Uncontrolled Crosswalks: Pedestrian/Bicycles: Truck Traffic: On -Street Parking: Length of Segment (Miles): Verticle Curves: Horizontal Curves: Lateral Visibility: Sidewalks: Driveways: Street Lighting: Adjacent Land Use: 4/24/2018 through 4/24/2021 36 4Mid-Block Collision Rate Per Million Vehicle Miles: 1.32 4 Expected Mid -Block Collision Rate: 0.96 6/9/2021 2,380 2 -Lane Un -divided Stop control at Tracy, Frazier, & Bess No No Yes Fair Yes Yes Yes Residential/Commercial On -street parking allowed from Fairgrove to Tracy. PART V: Recommended Speed Limit, 25 ... Result JUSTIFIED Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352 (b)(1) Prepared by: Infrastructure Engineers. B - 58 Yes No No Yes 1.16 No No Fair Yes Yes No Residential/Commercial/1-10 No No Yes Fair Yes Yes Yes Residential/Commercial On -street parking allowed from Fairgrove to Tracy. PART V: Recommended Speed Limit, 25 ... Result JUSTIFIED Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352 (b)(1) Prepared by: Infrastructure Engineers. B - 58 City ! r f Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic SU ey } k##fe¥(»^ # + \(S(# G # k(# a » eu u / C ENGINEERS City of Baldwin Park Report Printed on: 6/17/2021 SWITRS Intersection versus Mid -Block Summary Collisions Reported Between 4/24/2018 and 4/24/2021 Based on information reported by the State Wide Integrated Traffic Reporting System. '..... rani (nt„ nt r tier Total : Taal 100TH ST and BRESEE AV 1 ti Tat l' 1 Mid Btock id - North �Sctuth 1 1111 .._ _` east j W ; 100TH ST and OLIVE ST 1 1 0 ADOUE PL and ADOUE PL 1 1 0 AHERN DR and EDISON POLE 215959E 1 1 1 AHERN DR and MERCED AV 2 2 2 AHERN DR and MOSSBERG ST 1 1 1 ALDERSON AV and CLARK ST 1 AMAR RD and FRAZIER ST 1 1 0 1 1 ARROW HWY and AZUSA CANYON RD 1 1 0 ARROW HWY and HEINTZ ST 1 1 1 ATHOL ST and BESS AV 2 2 1 1 ATHOL ST and COSBEY AV 1 1 1 ATHOL ST and EDISON POLE 1 1 1 ATHOL ST and EGIL AV 1 1 0 ATHOL ST and FORTIN ST 1 1 1 ATHOL ST and FRANCISQUITO AV 2 1 1 1 ATHOL ST and FRAZIER ST 1 1 1 AZUSA CANYON RD and ARROW HWY 1 1 1 AZUSA CANYON RD and EDISON POLE 1942420E 1 1 1 BADILLO ST and BADILLO ST 3 2 1 1 BADILLO ST and EDISON POLE 1470350E 1 1 0 BADILLO ST and PUENTE AV 5 1 4 2 2 BADILLO ST and RAMONA BL 2 1 1 1 BADILLO ST and VINELAND AV 2 1 1 1 BALDWIN ALY and RAMONA BL 1 1 1 BALDWIN PARK BL and BALDWIN PARK BL 3 2 1 1 BALDWIN PARK BL and BESS AV 8 2 6 5 1 BALDWIN PARK BL and BRESEE AV 1 1 0 BALDWIN PARK BL and CLARK ST 5 4 1 1 BALDWIN PARK BL and DALEWOOD ST 11 7 4 1 3 BALDWIN PARK BL and EDISON POLE 1739553E 1 1 1 BALDWIN PARK BL and EDISON POLE 1739561E 1 1 1 BALDWIN PARK BL and EDISON POLE 1739563E 1 1 1 BALDWIN PARK BL and EDISON POLE 4167801 E 1 1 1 BALDWIN PARK BL and EDISON POLE 4458805E 1 1 1 BALDWIN PARK BL and EDISON POLE 64125Y 1 1 1 BALDWIN PARK BL and EDISON POLE E62603Y 1 1 1 Page I of 14 Or nd ' lnt, ... IIn terseclionctlitl'` BALDWIN PARK BL and EDISON POLE E626234 1 Mitt Tcrtl 1 Mid Block North Collisions South " 1 I l=ast ' West BALDWIN PARK BL and EDISON POLE E64145Y 1 1 1 BALDWIN PARK BL and EDISON POLE E64152Y 1 1 1 BALDWIN PARK BL and FORTIN ST 10 5 5 3 2 BALDWIN PARK BL and FRANCISQUITO AV 7 3 4 2 2 BALDW IN PARK BL and GARVEY AV 1 1 1 BALDWIN PARK BL and JOANBRIDGE ST 1 1 1 BALDWIN PARK BL and KENMORE AV 3 1 2 1 1 BALDWIN PARK BL and LA RICA AV 5 2 3 2 1 BALDWIN PARK BL and LOS ANGELES ST 10 7 3 2 1 BALDWIN PARK BL and MERCED AV 3 1 2 2 BALDWIN PARK BL and MONTEREY AV 1 1 1 BALDWIN PARK BL and OHIO ST 1 1 0 BALDWIN PARK BL and OLIVE ST 8 BALDWIN PARK BL and PARK SHADOW CT 1 6 2 1 1 2 BALDWIN PARK BL and RAMONA BL 11 6 5 5 BALDWIN PARK BL and REXWOOD AV 1 1 1 BALDWIN PARK BL and ROCHENBACH ST 1 1 1 BALDWIN PARK BL and SHADYLAWN PL 1 1 1 BALDWIN PARK BL and STERLING WY 2 2 2 BALDWIN PARK BL and STEWART AV 4 1 3 2 1 BALDWIN PARK BL and TRACY ST 18 4 14 3 11 BALDWIN PARK TOWNE CTR and GARVEY AV 1 1 1 BARNES AV and DUTHIE ST 1 1 0 BARNES AV and FAIRGROVE ST 1 1 1 BARNES AV and RAMONA BL 2 2 2 BARNES AV and WALTHAM ST 2 1 1 1 BENBOW ST and BRESEE AV 1 1 1 BENHAM AV and BENHAM AV 1 1 0 BESS AV and ATHOL ST 4 1 3 1 2 BESS AV and BARNES AV 2 2 1 1 BESS AV and BESS AV 1 1 0 BESS AV and FRAZIER ST 1 1 0 BESS AV and GARVEY AV 2 1 1 1 BESS AV and JUDITH ST 2 1 1 1 BESS AV and LEORITA ST 3 3 3 BESS AV and MANGUM ST 4 4 4 BESS AV and SYRACUSE AV 2 2 2 BIG DALTON AV and BIG DALTON AV 3 3 0 BIG DALTON AV and CHANNING ST 3 1 2 2 BIG DALTON AV and CORAK ST 1 1 1 BIG DALTON AV and EDISON POLE 1739146E 1 1 1 BIG DALTON AV and EDISON POLE 4447156E 1 1 1 BIG DALTON AV and MERCED AV 3 3 1 1 1 Page 2 of 14 r nd ' lnt, ... IIn terseclionctlitl'` BIG DALTON AV and PACIFIC AV 1 Mitt Tcrtl 1 Mid Block North Collisions South " 1 I l=ast ' West BIG DALTON AV and POLE 1559280E 1 1 1 BIG DALTON AV and SIERRA WY 2 2 1 1 BLEECKER ST and JOANBRIDGE ST 1 1 1 BLEECKER ST and MASLINE ST 1 1 1 BLEECKER ST and NUBIA ST 3 3 2 1 BLENHEIM ST and PATRITTI AV 1 1 1 BOGART AV and BOGART AV 1 1 0 BOGART AV and CHILCOT ST 1 1 1 BOGART AV and CLARK ST 1 1 1 BOGART AV and LOS ANGELES ST 1 1 1 BOGART AV and PACIFIC AV 2 2 1 1 BOREL ST and NUBIA ST 1 1 1 BRESEE AV and BENBOW ST 1 BRESEE AV and DUNIA ST 1 1 1 1 1 BRESEE AV and EDISON POLE 916923E 1 1 1 BRESEE AV and ILLINOIS ST 1 1 1 BRESEE AV and LOS ANGELES ST 2 1 1 1 BRESEE AV and MASLINE ST 1 1 1 BRESEE AV and OLIVE ST 1 1 1 BRESEE AV and PALM AV 1 1 1 CALIFORNIA AV and MAINE AV 1 1 1 CAVETTE PL and BOGART AV 1 1 1 CENTER ST and BELGATE ST 1 1 0 CENTER ST and DUNIA ST 1 1 0 CENTER ST and ELWYN DR 1 1 1 CENTER ST and LOS ANGELES ST 2 2 1 1 CENTER ST and OLIVE ST 1 1 1 CENTER ST and VALLE VISTA AV 1 1 1 CENTRAL AV and MILLBURY AV 1 1 0 CHANNING ST and MILLBURY AV 1 1 0 CLARK ST and ALDERSON AV 1 1 0 CLARK ST and ALTA LAKE AV 1 1 1 CLARK ST and BALDWIN PARK BL 1 1 0 CLARK ST and BOGART AV 1 1 0 CLARK ST and CLARK ST 1 1 1 CLARK ST and DOWNING AV 2 2 1 1 CLARK ST and EDISON POLE 200585CG 1 1 1 CLARK ST and MAINE AV 4 1 3 2 1 CLARK ST and MAUPIN AV 3 1 2 2 CLARK ST and PARK SHADOW CT 1 1 1 CLEARCREST DR and NUBIA ST 1 1 1 CLEARY DR and PUENTE AV 1 1 1 CLEARY DR and ROOT ST 1 1 0 Page 3 of 14 r nd ' lnt, ... IIn terseclionctlitl'` CLOVERLEAF DR and PEREZ PL 1 Mitt Tcrtl 1 Mid Block North Collisions South " 1 I l=ast ' West CLYDEWOOD ST and BIG DALTON AV 1 1 1 COMMERCE DR and RIVERGRADE RD 1 1 1 CORAK ST and ATHOL ST 1 1 1 CORAK ST and MAINE AV 1 1 1 COSBEY AV and WACO ST 1 1 1 DALEWOOD ST and BALDWIN PARK BL 1 1 1 DALEWOOD ST and EDISON POLE 2218983E 1 1 1 DALEWOOD ST and EDISON POLE 4647575E 2 2 1 1 DALEWOOD ST and EDISON POLE 4821744E 1 1 1 DALEWOOD ST and FRANCISQUITO AV 5 2 3 2 1 DALEWOOD ST and GARDEN VIEW LN 2 1 1 1 DALEWOOD ST and HAMBURGER LN 4 4 0 DALEWOOD ST and i-10 1 DALEWOOD ST and LEORITA ST 1 1 0 1 1 DALEWOOD ST and MAINE AV 3 2 1 1 DALEWOOD ST and MERCED AV 1 1 1 DALEWOOD ST and POLE 2218983E 1 1 1 DALEWOOD ST and PUENTE AV 2 2 1 1 DALEWOOD ST and WHITESELL ST 1 1 0 DART ST and FRAZIER ST 1 1 1 DEXTER ST and BIG DALTON AV 1 1 0 DOWNING AV and CHEVALIER AV 1 1 1 DOWNING AV and PACIFIC AV 1 1 1 DUTCH ST and MAYLAND AV 1 1 1 EARL AV and FRAZIER ST 1 1 1 EDRA AV and EDRA AV 1 1 0 EGIL AV and MANGUM ST 2 1 1 1 ELIZABETH ST and EDISON POLE 1384619E 1 1 1 ELTON ST and EDISON POLE E201534 1 1 1 ELTON ST and NUBIA ST 2 1 1 1 ELTON ST and OLIVE ST 1 1 1 EMERY AV and FRAZIER ST 1 1 1 FAIRGROVE ST and BARNES AV 2 1 1 1 FAIRGROVE ST and EDISON POLE 1528287E 1 1 1 FILHURST AV and LOS ANGELES ST 1 1 1 FORTIN ST and ATHOL ST 1 1 0 FORTIN ST and BALDWIN PARK BL 2 1 1 1 FORTIN ST and EDISON POLE 241115E 1 1 1 FORTIN ST and EDISON POLE 26551 E 1 1 1 FORTIN ST and FRAZIER ST 2 2 2 FORTIN ST and RAMONA BL 1 1 0 FORTIN ST and SPARLAND ST 1 1 1 FORTIN ST and VINELAND AV 1 1 1 Page 4 of 14 Gr nd ' lnt- ... Interseclionctlitl'` u FRANCISONITO AV and PUENTE AV 1 Mitt Tcrtl 1 Mid Block North Collisions South " I l=ast ' West 1 FRANCISQUINO AV and GARVEY AV 1 1 1 FRANCISQUITO AV and ATHOL ST 7 5 2 2 FRANCISQUITO AV and BALDWIN PARK BL 14 5 9 5 4 FRANCISQUITO AV and BIG DALTON AV 4 2 2 1 1 FRANCISQUITO AV and COSBEY AV 2 2 1 1 FRANCISQUITO AV and DALEWOOD ST 7 3 4 1 1 2 FRANCISQUITO AV and EDISON POLE 1 1 1 FRANCISQUITO AV and EDISON POLE 4636311E 1 1 1 FRANCISQUITO AV and EDISON POLE 1196803E 1 1 1 FRANCISQUITO AV and EDISON POLE 1739044 E 1 1 1 FRANCISQUITO AV and EDISON POLE 1740318E 1 1 1 FRANCISQUITO AV and EDISON POLE 2132109E 1 1 1 FRANCISQUITO AV and FRANCISQUIT0 AV 4 FRANCISQUITO AV and FRAZIER ST 5 1 4 3 1 1 2 1 FRANCISQUITO AV and GARVEY AV 14 8 6 3 3 FRANCISQUITO AV and i-10 1 1 0 FRANCISQUITO AV and MAINE AV 11 9 2 1 1 FRANCISQUITO AV and PADDY LN 2 2 2 FRANCISQUITO AV and PUENTE AV 10 4 6 1 5 FRANCISQUITO AV and RAMONA BL 5 1 4 4 FRANCISQUITO AV and REMEY AV 2 1 1 1 FRANCISQUITO AV and ROBINETTE AV 3 1 2 2 FRANCISQUITO AV and SIESTA AV 1 1 1 FRANCISQUITO AV and VAN WIG AV 3 2 1 1 FRANCISQUITO AV and VINELAND AV 12 6 6 2 4 FRAZIER ST and AMAR RD 1 1 1 FRAZIER ST and ATHOL ST 1 1 0 FRAZIER ST and BESS AV 2 2 1 1 FRAZIER ST and DART ST 3 1 2 2 FRAZIER ST and EARL AV 1 1 1 FRAZIER ST and EDISON POLE 705734E 1 1 1 FRAZIER ST and EDISON POLE 1505230E 1 1 1 FRAZIER ST and EDISON POLE 15659 1 1 1 FRAZIER ST and FAIRGROVE ST 3 3 0 FRAZIER ST and FORTIN ST 2 2 2 FRAZIER ST and FRANCISQUITO AV 5 3 2 1 1 FRAZIER ST and FRAZIER ST 3 2 1 1 FRAZIER ST and GARVEY AV 2 2 1 1 FRAZIER ST and JUDITH ST 1 1 0 FRAZIER ST and LEDFORD ST 1 1 0 FRAZIER ST and MONTEREY AV 2 2 1 1 FRAZIER ST and TORCH ST 1 1 1 FRAZIER ST and TRACY ST 1 1 0 Page 5 of 14 Or nd ' lnt, ... Intersection Tctlitl'` I FRAZIER ST and WACO ST 1 1 Mitt Tcrtl 0 Mid Block North Collisions South " I l=ast ' West GARVEY AV and BESS AV 1 1 1 GARVEY AV and CORAK ST 4 1 3 3 GARVEY AV and EDISON POLE 1 1 1 GARVEY AV and EDISON POLE 1 1 1 GARVEY AV and FAIRGROVE ST 1 1 1 GARVEY AV and FRANCISQUITO AV 2 2 1 1 GARVEY AV and GARDEN VIEW LN 1 1 1 GARVEY AV and i-10 2 2 2 GARVEY AV and POLE 669306E 1 1 1 GARVEY AV and POLE E14808Y 1 1 1 GARVEY AV and PUENTE AV 13 1 12 12 GARVEY AV and SYRACUSE AV 1 1 1 GARVEY AV and TRACY ST 1 GARVEY AV and VIN ELAN D AV 5 3 1 2 1 1 1 GARVEY AV and WACO ST 2 2 0 GAYHURST AV and LIGHT POLE 4422285E 1 1 1 GRACE AV and FRAZIER ST 1 1 1 GRACE AV and MORGAN ST 1 1 1 HALINOR AV and WALNUT CREEK PKWY 1 1 1 HAMBURGER LN and DALEWOOD ST 2 2 2 HAMBURGER LN and VIRGINIA AV 3 1 2 1 1 HARLAN AV and HORNBROOK AV 1 1 1 HARLAN AV and LOS ANGELES ST 1 1 1 HARLAN AV and LUBICAN ST 2 1 1 1 HARLAN AV and MORGAN ST 1 1 1 HEINTZ ST and ARROW HWY 1 1 1 HEINTZ ST and CRAGMONT ST 1 1 1 HOLLY AV and PACIFIC AV 1 1 1 HORNBROOK AV and LOS ANGELES ST 2 2 1 1 i-10 and BALDWIN PARK BL 1 1 0 I-605 and RAMONA BL 1 1 1 JAMES PL and JAMES PL 1 1 0 JEANETTE LN and MERCED AV 1 1 1 JEREMIE ST and VINELAND AV 1 1 1 JERRY AV and DUNIA ST 1 1 1 JERRY AV and LOS ANGELES ST 1 1 1 JERRY AV and PALM AV 1 1 0 JOANBRIDGE ST and BLEECKER ST 1 1 1 JOANBRIDGE ST and EDISON POLE 47759666 1 1 1 JOANBRIDGE ST and LIGHT POLE 4776775E 1 1 1 JOANBRIDGE ST and WIMMER AV 1 1 1 JUDITH ST and FRAZIER ST 1 1 1 JUDITH ST and LEORITA ST 1 1 1 Page 6 of 14 Or nd ' lnt, ... InterseclionTotal" itl'` u KENOAK DR and SHARONS WY 1 Mid Tcrtl 1 Mid Block North Collisions South " I l=ast ' West 1 LA RICA AV and BALDWIN PARK BL 1 1 1 LA RICA AV and BROOKPORT ST 1 1 1 LA RICA AV and DAMONA BL 1 1 1 LA RICA AV and EDISON POLE 1343424E 1 1 1 LA RICA AV and LA RICA AV 1 1 0 LA RICA AV and PALM AV 2 2 2 LA RICA AV and RAMONA BL 2 1 1 1 LANDIS AV and CAVELL PL 1 1 1 LANDIS AV and OHIO ST 2 1 1 1 LANDIS AV and SCHOOL ST 2 1 1 1 LEDFORD ST and NOLINA AV 1 1 1 LEORITA ST and DALEWOOD ST 1 1 1 LITTLEJOHN ST and BROOKS DR 1 LIVE OAK AV and BALDWIN PARK BL 3 1 3 1 3 LIVE OAK AV and COMMERCE DR 3 3 3 LIVE OAK AV and EDISON POLE 1 1 1 LIVE OAK AV and EDISON POLE 1942249E 1 1 1 LIVE OAK AV and EDISON POLE 4441156E 1 1 1 LIVE OAK AV and RIVERGRADE RD 1 1 1 LIVE OAK AV and STEWART AV 5 2 3 1 2 LOS ANGELES ST and BALDWIN PARK BL 10 7 3 2 1 LOS ANGELES ST and BOGART AV 2 2 0 LOS ANGELES ST and BRESEE AV 5 2 3 1 2 LOS ANGELES ST and CENTER ST 6 6 0 LOS ANGELES ST and EDISON POLE 1567276E 1 1 1 LOS ANGELES ST and EDISON POLE 1567288E 1 1 1 LOS ANGELES ST and EDISON POLE 156728E 1 1 1 LOS ANGELES ST and EDISON POLE 1567319E 1 1 1 LOS ANGELES ST and EDISON POLE 483109E 1 1 1 LOS ANGELES ST and EDISON POLE 646074 1 1 1 LOS ANGELES ST and EDISON POLE 694104E 1 1 1 LOS ANGELES ST and EDISON POLE E74480Y 1 1 1 LOS ANGELES ST and FILHURST AV 1 1 1 LOS ANGELES ST and HARLAN AV 3 3 3 LOS ANGELES ST and HORNBROOK AV 2 2 0 LOS ANGELES ST and 1-605 1 1 0 LOS ANGELES ST and LA RICA AV 2 1 1 1 LOS ANGELES ST and LANDIS AV 1 1 1 LOS ANGELES ST and LITTLEJOHN ST 3 1 2 2 LOS ANGELES ST and LOS ANGELES ST 1 1 1 LOS ANGELES ST and MAINE AV 10 6 4 2 2 LOS ANGELES ST and MERCED AV 11 8 3 3 LOS ANGELES ST and PHELAN AV 4 3 1 1 Page 7 of 14 Gr nd ' lnt, ... IIn terseclionctlitl'` LOS ANGELES ST and POLE 1567276E 1 Mitt Tcrtl 1 Mid Block North Collisions South " I l=ast ' West 1 LOS ANGELES ST and STEWART AV 6 2 4 2 2 LOS ANGELES ST and WALNUT ST 2 2 0 MAINE AV and ADOUE PL 5 4 1 1 MAINE AV and BALDWIN PARK BL 2 2 2 MAINE AV and CAVETTE PL 1 1 1 MAINE AV and CLARK ST 13 9 4 2 2 MAINE AV and DURNESS ST 3 1 2 1 1 MAINE AV and EARL AV 1 1 0 MAINE AV and EDISON POLE 138825SE 1 1 1 MAINE AV and EDISON POLE 1636398E 1 1 1 MAINE AV and EDISON POLE 1636494 1 1 1 MAINE AV and EDISON POLE 1681901 E 1 1 1 MAINE AV and EDISON POLE 168192AE 1 MAINE AV and EDISON POLE 168192E 1 1 1 1 1 MAINE AV and EDISON POLE El 06444 1 1 1 MAINE AV and EDISON POLE El 06554 1 1 1 MAINE AV and ESTELLA ST 2 1 1 1 MAINE AV and FRANCISQUITO AV 1 1 0 MAINE AV and HALLWOOD DR 3 1 2 1 1 MAINE AV and HAVENBROOK ST 1 1 1 MAINE AV and JOANBRIDGE ST 2 1 1 1 MAINE AV and LA RICA AV 1 1 0 MAINE AV and LOS ANGELES ST 5 1 4 2 2 MAINE AV and MACDEVITT ST 1 1 1 MAINE AV and MAINE AV 2 2 1 1 MAINE AV and MERCED AV 6 4 2 1 1 MAINE AV and OHIO ST 1 1 1 MAINE AV and OLIVE ST 7 4 3 2 1 MAINE AV and PACIFIC AV 1 1 0 MAINE AV and PALM AV 2 2 2 MAINE AV and PALMROSE ST 4 2 2 2 MAINE AV and PARK PL 3 3 0 MAINE AV and PARK PLAZA DR 1 1 1 MAINE AV and RAMONA BL 6 6 5 1 MAINE AV and REXWOOD AV 3 3 2 1 MAINE AV and SCHOOL ST 1 1 0 MAINE AV and SCOTT PL 2 2 1 1 MAINE AV and STERLING WY 2 1 1 1 MANGUM ST and EMERY AV 1 1 1 MANGUM ST and FAIRGROVE ST 1 1 0 MANGUM ST and WACO ST 1 1 1 MARKETPLACE DR and LIGHT POLE 12AB 1 1 1 MARKETPLACE DR and MERCED AV 1 1 0 Page 8 of 14 Or nd ' lnt, ... IIn terseclionctlitl'` MASLINE ST and JERRY AV 1 Mitt Tcrtl 1 Mid Block North Collisions South " I l=ast ' West 1 MAUPIN AV and LOS ANGELES ST 2 2 2 MERAMEC AV and BALDWIN PARK BL 1 1 1 MERCED AV and AHERN DR 2 2 2 MERCED AV and BALDWIN PARK BL 3 3 3 MERCED AV and BIG DALTON AV 6 4 2 2 MERCED AV and EDISON POLE 1412732E 1 1 1 MERCED AV and EDISON POLE 1739171 E 1 1 1 MERCED AV and EDISON POLE 612247E 1 1 1 MERCED AV and ELWYN DR 1 1 0 MERCED AV and FRAZIER ST 1 1 1 MERCED AV and i-10 1 1 1 MERCED AV and ILLINOIS ST 2 2 1 1 MERCED AV and LOS ANGELES ST 6 MERCED AV and LUBICAN ST 1 1 1 5 0 4 1 MERCED AV and MAINE AV 5 4 1 1 MERCED AV and MARKETPLACE DR 6 6 0 MERCED AV and MILLBURY AV 1 1 1 MERCED AV and OHIO ST 5 5 2 3 MERCED AV and PUENTE AV 5 1 4 4 MERCED AV and RAMONA BL 3 1 2 2 MERCED AV and SUSQUEHANNA AV 1 1 0 MERCED AV and VINELAND AV 12 11 1 1 MERCEP AV and BIG DALTON AV 1 1 1 MILLBURY AV and MERCED AV 1 1 1 MILLBURY AV and STOCKDALE ST 2 1 1 1 MORGAN ST and AQUATIC CTR 1 1 0 MORGAN ST and BALDWIN PARK BL 1 1 1 NOLINA AV and EMERY AV 1 1 1 NORCO AV and BENBOW ST 1 1 1 NUBIA ST and ANNISTON AV 1 1 0 NUBIA ST and BALDWIN PARK BL 1 1 1 NUBIA ST and BLEECKER ST 1 1 1 NUBIA ST and BOREL ST 1 1 1 NUBIA ST and BRESEE AV 1 1 1 NUBIA ST and CALMVIEW AV 1 1 1 NUBIA ST and FORTIN ST 1 1 0 NUBIA ST and LANDIS AV 1 1 1 OHIO ST and LA RICA AV 1 1 1 OHIO ST and LAURENS AV 1 1 0 OHIO ST and MAINE AV 1 1 1 OLIVE ST and BALDWIN PARK BL 4 2 2 2 OLIVE ST and BLEECKER ST 2 1 1 1 OLIVE ST and BOGART AV 1 1 1 Page 9 of 14 Or nd ' lnt- ... IIn terseclionctlitl'` OLIVE ST and EDISON POLE 1416886E 1 Mid Tcrtl 1 Mid Block North Collisions South " I l=ast ' West 1 OLIVE ST and EDISON POLE 2354502E 1 1 1 OLIVE ST and EDISON POLE 41568897E 1 1 1 OLIVE ST and JERRY AV 1 1 0 OLIVE ST and LA RICA AV 1 1 1 OLIVE ST and LANDIS AV 1 1 1 OLIVE ST and LANDIS AV 1 1 1 OLIVE ST and MAINE AV 3 1 2 1 1 OLIVE ST and MARION AV 1 1 1 OLIVE ST and MERCED AV 1 1 1 OLIVE ST and OLIVE ST 1 1 0 OLIVE ST and PHELAN AV 2 1 1 1 OLIVE ST and STEWART AV 2 2 0 OLIVE ST and VIA EL CAMINO 1 OLIVE ST and WALNUT ST 3 1 1 2 1 1 1 PACIFIC AV and AHERN DR 1 1 0 PACIFIC AV and BIG DALTON AV 5 2 3 1 2 PACIFIC AV and BOGART AV 5 1 4 1 1 2 PACIFIC AV and DOWNING AV 6 2 4 3 1 PACIFIC AV and DUNDRY AV 1 1 1 PACIFIC AV and MAINE AV 6 2 4 1 3 PACIFIC AV and MAYLAND AV 2 1 1 1 PACIFIC AV and PACIFIC AV 1 1 1 PACIFIC AV and PUENTE AV 12 4 8 1 7 PACIFIC AV and STICHMAN AV 1 1 1 PACIFIC AV and VINELAND AV 9 3 6 3 3 PADDY LN and MACDEVITT ST 2 2 1 1 PALM AV and CRICKET LN 2 2 2 PALM AV and CUTLER AV 1 1 0 PALM AV and EDISON POLE 4365661 E 1 1 1 PALM AV and MAINE AV 2 1 1 1 PALM AV and MERCED AV 3 1 2 1 1 PALMROSE ST and BOGART AV 1 1 1 PALMROSE ST and MAINE AV 1 1 1 PARK PL and MAINE AV 1 1 1 PARK PL and RAMONA BL 1 1 1 PATRITTI AV and BESS AV 1 1 1 PATRITTI AV and BLENHEIM ST 3 3 3 PATRITTI AV and EDISON POLE 1 1 1 PATRITTI AV and FAIRGROVE ST 1 1 1 PHELAN AV and CAVETTE PL 1 1 1 PHELAN AV and DEMBLON ST 1 1 1 PHELAN AV and EDISON POLE 1054016E 1 1 1 PHELAN AV and ESTELLA ST 5 5 4 1 Page 10 o f 14 Or nd ' lnt- ... IIn terseclionctlitl'` PHELAN AV and LOS ANGELES ST 1 Mitt Tcrtl 1 Mid Block North 1 Collisions South " I l=ast ' West PUENTE AV and BADILLO ST 4 2 2 1 1 PUENTE AV and BALDWIN PARK TOWNE CTR 3 1 2 1 1 PUENTE AV and CALINO AV 3 3 3 PUENTE AV and CEDARMONT DR 1 1 1 PUENTE AV and CEDARWOOD AV 1 1 1 PUENTE AV and CENTRAL AV 1 1 0 PUENTE AV and CHANNING ST 4 4 1 2 1 PUENTE AV and CLYDEWOOD ST 1 1 1 PUENTE AV and DALEWOOD ST 7 1 6 4 1 1 PUENTE AV and DEXTER ST 2 2 1 1 PUENTE AV and DUTCH ST 1 1 1 PUENTE AV and EDISON POLE 1074227 1 1 1 PUENTE AV and EDISON POLE 1255286E 1 PUENTE AV and EDISON POLE 1343334E 1 1 1 1 1 PUENTE AV and EDISON POLE 1739055E 1 1 1 PUENTE AV and EDISON POLE 17391173 1 1 1 PUENTE AV and EDISON POLE 1814713E 1 1 1 PUENTE AV and EDISON POLE 2127654E 1 1 1 PUENTE AV and EDISON POLE 4570330E 1 1 1 PUENTE AV and FRANCISQUITO AV 11 2 9 6 3 PUENTE AV and GARVEY AV 3 2 1 1 PUENTE AV and HOWELLHURST DR 1 1 1 PUENTE AV and LA SENA ST 1 1 1 PUENTE AV and MACDEVITT ST 1 1 1 PUENTE AV and MERCED AV 17 9 8 3 5 PUENTE AV and MILLBURY AV 4 2 2 2 PUENTE AV and PACIFIC AV 6 2 4 1 3 PUENTE AV and PUENTE AV 3 1 2 2 PUENTE AV and RAMONA BL 1 1 1 PUENTE AV and SIERRA WY 2 2 2 PUENTE AV and WALNUT CREEK PKWY 2 2 1 1 RALL AV and ROCKWAY DR 1 1 1 RAMONA BL and AUCTION AV 1 1 1 RAMONA BL and AZUSA CANYON RD 1 1 1 RAMONA BL and BADILLO ST 3 2 1 1 RAMONA BL and BALDWIN PARK BL 9 3 6 4 2 RAMONA BL and BARNES AV 3 3 3 RAMONA BL and BOGART AV 2 2 0 RAMONA BL and BRESEE AV 1 1 1 RAMONA BL and CENTER ST 1 1 1 RAMONA BL and CESAR CHAVEZ DR 3 2 1 1 RAMONA BL and CORAK ST 4 1 3 1 2 RAMONA BL and DOWNING AV 7 5 2 1 1 Page 11 o f 14 Or nd ' lnt, ... IIn terseclionctlitl'` RAMONA BL and EARL AV 4 1 Mid Tcrtl 3 Mid Block North 1 Collisions South " I l=ast ' West 2 RAMONA BL and EDISON POLE 1861318E 1 1 1 RAMONA BL and EDISON POLE 1942949E 1 1 1 RAMONA BL and EDISON POLE 4736136E 1 1 1 RAMONA BL and ELTON ST 1 1 1 RAMONA BL and FORTIN ST 4 2 2 2 RAMONA BL and FRANCISQUITO AV 4 4 3 1 RAMONA BL and GRACE AV 2 2 2 RAMONA BL and HARLAN AV 4 2 2 1 1 RAMONA BL and HORNBROOK AV 1 1 0 RAMONA BL and 1-605 12 6 6 1 5 RAMONA BL and 1-605 S/B 1 1 1 RAMONA BL and IDAHO AV 1 1 1 RAMONA BL and KENMORE AV 1 RAMONA BL and LA PUENTE AV 1 1 1 1 1 RAMONA BL and LA RICA AV 8 4 4 1 3 RAMONA BL and LOZANO DR 1 1 0 RAMONA BL and MAINE AV 9 5 4 2 2 RAMONA BL and MERCED AV 8 4 4 1 2 1 RAMONA BL and MERCES AV 1 1 0 RAMONA BL and MONTEREY AV 4 4 4 RAMONA BL and PACIFIC AV 2 1 1 1 RAMONA BL and PARK PL 2 1 1 1 RAMONA BL and PLENTY ST 1 1 1 RAMONA BL and PUENTE AV 3 3 0 RAMONA BL and RAMONA BL 3 2 1 1 RAMONA BL and RT 105 1 1 1 RAMONA BL and STERLING WY 1 1 0 RAMONA BL and STEWART AV 4 1 3 1 2 RAMONA BL and SUMMER LN 1 1 1 RAMONA BL and SYRACUSE AV 5 2 3 2 1 REXWOOD AV and RALL AV 1 1 1 RIVERGRADE RD and LIVE OAK AV 1 1 1 ROBINETTE AV and WACO ST 1 1 1 ROCHENBACH ST and BALDWIN PARK BL 1 1 0 ROCHENBACH ST and STEWART AV 1 1 1 ROCKWAY DR and VINELAND AV 1 1 1 ROOT ST and CLEARY DR 1 1 1 ROOT ST and WILLOW AV 3 1 2 2 SAINT JAMES CIR and BARNES AV 1 1 0 SAINT JAMES CIR and GRACE AV 1 1 0 SAN GABRIEL RIVER PKWY and CLEO ST 1 1 0 SAN GABRIEL RIVER PKWY and WACO ST 1 1 1 SANDSTONE ST and CUTLER AV 1 1 1 Page 12 o f 14 r nd ' lnt, ... Interseclionctlitl'` u SCOTT PL and MAINE AV 1 1 Mid Tcrtl 0 Mid Block North Collisions South " I l=ast ' West SIERRA WY and PUENTE AV 1 1 1 STANCROFT AV and OLIVE ST 1 1 1 STERLING WY and EDISON POLE 1857758 1 1 1 STERLING WY and MAINE AV 1 1 1 STERLING WY and STERLING WY 1 1 0 STEWART AV and BELLBROOK ST 1 1 1 STEWART AV and CLARK ST 1 1 1 STEWART AV and CLEARCREST DR 1 1 1 STEWART AV and EDISON POLE 1146464E 1 1 1 STEWART AV and EDISON POLE 1384646E 1 1 1 STEWART AV and LIVE OAK AV 1 1 1 STEWART AV and LOS ANGELES ST 1 1 1 STEWART AV and NUBIA ST 1 STEWART AV and OLIVE ST 2 1 1 1 1 1 STEWART AV and PALM AV 1 1 1 STEWART AV and RAMONA BL 4 2 2 2 STEWART AV and ROCHENBACH ST 3 1 2 1 1 STEWART AV and STEWART AV 1 1 1 SYRACUSE AV and CHELSFIELD ST 1 1 1 SYRACUSE AV and GARVEY AV 1 1 1 SYRACUSE AV and RAMONA BL 3 1 2 2 SYRACUSE AV and ROYSTON ST 1 1 1 SYRACUSE AV and SYRACUSE AV 1 1 1 SYRACUSE AV and TORCH ST 1 1 1 SYRACUSE AV and WALTHAM ST 2 2 2 TELLURIDE DR and BIG DALTON AV 1 1 1 TORCH ST and MARLINDA AV 1 1 1 TORREY ST and TORREY ST 1 1 0 TRACY ST and BALDWIN PARK BL 8 8 1 7 TRACY ST and GARVEY AV 1 1 0 TRACY ST and ROBINETTE AV 1 1 1 VALLE VISTA AV and HARLAN AV 1 1 1 VAN WIG AV and CHANNING ST 2 2 1 1 VIA RANCHO and WACO ST 1 1 1 VIENLAND AV and REXWOOD AV 1 1 1 VINA AV and EDISON POLE 1 1 1 VINELAND AV and BADILLO ST 4 4 4 VINELAND AV and CHANNING ST 3 3 1 2 VINELAND AV and CHEVALIER AV 1 1 1 VINELAND AV and CLOVERLEAF DR 1 1 1 VINELAND AV and DURNESS ST 3 3 3 VINELAND AV and EDISON POLE 1505374E 1 1 1 VINELAND AV and EDISON POLE 4427926E 2 2 2 Page 13 o f 14 Or nd ' lnt, ... Interseclionctlitl'` u VINELAND AV and EDISON POLE E166904 1 Mitt Tcrtl 1 Mid Block North Collisions South " 1 I l=ast ' West VINELAND AV and ELSTEAD ST 3 1 2 2 VINELAND AV and FORTIN ST 2 2 2 VINELAND AV and FRANCISQUITO AV 3 1 2 1 1 VINELAND AV and JEREMIE ST 1 1 0 VINELAND AV and MERCED AV 4 2 2 1 1 VINELAND AV and PACIFIC AV 2 1 1 1 VINELAND AV and RAMONA BL 1 1 1 VINELAND AV and RATH ST 1 1 1 VINELAND AV and REXWOOD AV 3 1 2 2 VINELAND AV and ROCKWAY DR 1 1 1 VINELAND AV and VINELAND AV 2 2 0 VINELAND AV and WHITESELL ST 3 3 2 1 VIRGINIA AV and EDISON POLE 1290554E 1 VIRGINIA AV and FRONTIER POLE 1290552E 1 1 1 1 1 VIRGINIA AV and HAMBURGER LN 1 1 1 VIRGINIA AV and RAMONA BL 1 1 1 VIRGINIA AV and WHITESELL ST 1 1 1 WACO ST and ATHOL ST 2 1 1 1 WACO ST and BARNES AV 1 1 1 WACO ST and COSBEY AV 1 1 0 WACO ST and MANGUM ST 1 1 1 WALNUT CREEK PKWY and VALONA PL 1 1 0 WALNUT ST and BENWOOD ST 2 2 1 1 WALNUT ST and LOS ANGELES ST 1 1 1 WALNUT ST and PALM AV 1 1 1 WESTCOTT AV and FARNELL ST 1 1 1 WESTCOTT AV and GARVEY AV 1 1 1 WHITESELL ST and VINELAND AV 3 3 3 WILLOW AV and CHETNEY DR 1 1 1 WILLOW AV and ROOT ST 1 1 1 Page 14 of'14 City of Baldwin Park Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey) ms=(»^#� S11!1!1111 11" FRASTRU CT" RE D p ENGINEERS O O N O w U) W °W Z �o U` m ? W O rl-]Ii11111 M1 m�-IVIUJ v z 0 } IZ Q U Q 61 LEGEND: — — — — CITY BOUNDARY 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH INFRASTRUCTURE gpL ENGINEERS APENDIX "D" 3060 Saturn Street, Suite 250 u :THE'; sheet 1 of 2 Brea, CA 14) 282, 940-0-100 Tel: (7714) 94EXISTING RADAR SPEED ZONE MAP SAN oABRIE6 ,„ Fax: (714) 940-0700D www.Infrastructure-engineers.com DESIGNED BY: S.Nadalizadeh DATE: 10/01/21 J. N. 1020.105 O O N O w U) W °W Z �o U` m ? W O rl-]Ii11111 M1 m�-IVIUJ v z 0 } IZ Q U Q 61 LEGEND: — — — — CITY BOUNDARY 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH INFRASTRUCTURE 6AEd[tii ENGINEERS APENDIX "D" 3060 Saturn Street, Suite 250 u :THE'; sheet 2 of 2 Brea, CA 14) 282, 940-0-100 Tel: (7714) 94PROPOSED RADAR SPEED ZONE MAP SAN oABRIE6 ,„ Fax: (714) 940-0700D www.Infrastructure-engineers.com s,�,Ia+ ....'/BD JANUP .. DESIGNED BY: S.Nadalizadeh DATE: 10/01/21 J. N. 1020.105 SUMMARY ITEM NO. 6 TO: Honorable Mayor and Members of the City Council FROM: Sam Gutierrez, Director of Public Works DATE: February 2, 2022 SUBJECT: Introduction and First Reading of Ordinance No. 1468 "An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 50 of the Baldwin Park Municipal Code and Enacting a New Section in Chapter 50 Establishing Mandatory Organic Waste Disposal Reduction Requirements Under Senate Bill (SB) 1383 Related to Short -Lived Climate Pollutants (SLCP)" Staff requests that the City Council introduce and read by title, Ordinance 1468, to amend chapter 50 of the Baldwin Park Municipal Code (BPMC) and add new chapter sections to establish mandatory organic waste disposal requirements under Senate Bill (SB) 1383 aimed at reducing emissions related to short- lived climate super pollutants. SB 1383 specifies a series of mandatory requirements for cities including requirements for all residential and commercial refuse customers to comply with an organic waste collection and recycling program. The proposed Ordinance No. 1468 addresses the SB 1383 requirements the City needs to develop its enforcement program. Additional requirements will be met as the programs are developed and implemented. RECOMMENDATION Staff recommends that the City Council introduce for first reading, by title only, Ordinance Number 1468 entitled: "An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 50 of the Baldwin Park Municipal Code and Enacting a New Section in Chapter 50 Establishing Mandatory Organic Waste Disposal Reduction Requirements Under Senate Bill (SB) 1383 Related to Short -Lived Climate Pollutants (SLCP)"; and direct staff to bring back for second reading and adoption at the next regularly scheduled City Council Meeting. FISCAL IMPACT There is no impact on the General Fund related to the consideration and adoption of Ordinance No. 1468. However, the proposed change in the BPMC is likely to increase educational and enforcement activity to meet the compliance and implementation requirements of SB 1383. This may include a pass- thru cost increase to all refuse customers. An in-depth fiscal impact analysis will be provided as the programs are developed and presented to the City Council for consideration. BACKGROUND According to CalRecycle, landfills are the third largest source of methane in California. Approximately 34 percent of landfill space is comprised of organic waste. Organic waste (organics) is defined as any material that is biodegradable and comes from either a plant or an animal. The decomposition of organic waste in landfills is a significant source of greenhouse gas emissions. Some examples of organic waste are food waste, green waste, landscape and pruning waste, garden and lawn clippings, nonhazardous wood waste, and food soiled paper that is mixed in with food waste. In fact, food waste alone accounts for approximately 17-18 percent of total landfill disposal. Addressing the issue, the State enacted a Mandatory Commercial Recycling Law (AB 341), adopted in 2011 set forth the requirements of the statewide mandatory commercial recycling program. The law required all businesses that generated four cubic yards or more of commercial solid waste per week and all multifamily residential dwelling of five units or more shall arrange for recycling services. On September 28, 2014, the State's Mandatory Commercial Organics Recycling Law (AB1826) was passed. AB 1826 mandated that businesses generating at least eight (8) cubic yards per week of organic waste and multi -family residential dwellings (MF) that consist of five or more units and generating 8 cubic yards per week of organic waste arrange for organic waste recycling services. The law phased -in the mandatory recycling of commercial organics over several years, with an increase in the number of businesses required to comply each year, with full implementation realized in 2019. On April 4, 2018, the City of Baldwin Park adopted Ordinance 1406 and implemented a mandatory commercial organics recycling program in partnership with the City's hauler Waste Management in order to meet the State's requirements. On September 19, 2016, Senate Bill No. 1383 (SB 1383) was signed into law with additional mandates that build upon the requirements of AB 1826 and AB 341 to reduce organic waste disposal by 75% and increase edible food recovery by 20% by the year 2025. It is the most significant waste reduction mandate to be adopted in the State of California in the last 30 years and requires all jurisdictions to implement a mandatory organic recycling ordinance. This legislation requires all businesses, residents, and multifamily family apartments to have access to recycling programs that capture food scraps, and landscaping waste, among other organic waste materials. The goal of SB 1383 is to divert organic waste from landfills, thereby reducing methane emissions. On April 29, 2021, staff and CalRecycle presented an overview of SB 1383 and the City's progress to meeting the new requirements to the City Council. DISCUSSION To comply with the requirements of SB 1383, jurisdictions throughout the state are required to adopt an enforcement mechanism or ordinance by January 2022. The purpose of the ordinance is to comply with the State's mandate and, through education, redistribution, and recycling efforts, reduce potent pollutants such as landfill methane emissions which are major contributors to climate change. Senate Bill 1383 mandates cities and counties to: • Provide organic waste collection to all residents and businesses • Develop and adopt an enforcement mechanism or ordinance by January 2022 • Implement an edible food recovery program that recovers edible food from the waste stream • Establish a procurement policy to purchase paper products made with recycled content and purchase recycled organic waste products • Provide outreach and education for generators, haulers, facilities, edible food recovery organizations, and municipal departments • Monitor compliance and conduct enforcement • Maintain accurate compliance records SB 1383 allows cities to take an educational approach to enforcement for the first two years of the ordinance being in effect. Starting January 2024, cities must take progressive enforcement actions against organic waste generators that are not in compliance. ALTERNATIVES No alternatives are recommended. Chapter 12 of Title 14, Division 7 of the California Code of Regulations (CCR) requires the City of Baldwin Park to adopt an ordinance or similarly enforceable mechanism by January 1, 2022. The City has yet to adopt the ordinance and must do so without delay as it may be exposed to penalties enforced by CalRecycle. Adoption of Ordinance No. 1468 would provide City staff the authority needed to comply with the changes in state law and would also prevent the City from receiving a fine for non-compliance with the municipal code update requirement. LEGAL REVIEW This report has been reviewed and approved by the City Attorney as to legal form and content. ATTACHMENTS 1. Ordinance No. 1468 ORDINANCE NO. 1468 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK, CALIFORNIA, AMENDING CHAPTER 50 OF THE BALDWIN PARK MUNICIPAL CODE AND ENACTING A NEW SECTION IN CHAPTER 50 TO ADD MANDATORY ORGANIC WASTE DISPOSAL REDUCTION REQUIREMENTS UNDER SENATE BILL (SB) 1383 RELATED TO SHORT-LIVED CLIMATE POLLUTANTS (SLCP) WHEREAS, in 1989, the California Integrated Waste Management Act (AB 939) passed, requiring all California cities and counties to divert 50 percent of solid waste generated by the year 2000; and WHEREAS, in 2011 the State's Mandatory Commercial Recycling Law (AB 341) passed, requiring all business and multifamily dwelling of five units or more to arrange for recycling services; and WHEREAS, in 2016 the State's Mandatory Commercial Organics Recycling Law (AB 1826) passed, which imposed organic waste recycling requirements; and WHEREAS, in 2016 the State's Short -Lived Climate Pollutants Law (SB 1383) established methane emissions reduction targets in a statewide effort to reduce emissions of short-lived pollutants and also granted CalRecycle the regulatory authority required to achieve the reduction targets; and WHEREAS, the SB 1383 Regulations require the City to adopt and enforce an ordinance or other enforceable mechanism to implement relevant provisions of SB 1383 Regulations; and WHEREAS, each year the City of Baldwin Park is required to demonstrate compliance with state law and must report the progress achieved through submittal of the Electronic Annual Report to CalRecycle. NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF BALDWIN PARK DOES HEREBY RESOLVE AND ORDER AS FOLLOWS: SECTION 1. The City Council hereby adds in its entirety Chapter 50.18 to the Baldwin Park Municipal Code entitled "Mandatory Organic Waste Disposal Regulations" with the following: Chapter 50.18 MANDATORY ORGANIC WASTE DISPOSAL REGULATIONS 50.18.010 Declaration of Policy The City and its residents and its businesses must comply with SB 1383, the Short-lived Climate Pollutant Reduction Act of 2106, which requires Jurisdictions to adopt and enforce an ordinance or enforceable mechanism to implement relevant provision of SB 1383 Regulations. This ordinance will also help reduce food insecurity by requiring Commercial Edible Food Generators to arrange to have the maximum amount of their Edible Food, that would otherwise be disposed, by recovered for human consumption. 50.18.020 Effective Date and Preemption This Chapter 50.18 and all of the regulations contained herein, shall become effective on March 18, 2022, and shall remain effective until otherwise repealed by the City Council. Any current terms or regulations which are in conflict with provisions of Chapter 50.18 shall be preempted by this Chapter as of the effective date. 50.18.030 Definitions "AB 341" means the Assembly Bill approved by the Governor of the State of California on October 5, 2011, which amended Section 41730, 41731, 41734, 41735, 41736, 41800, 42926, 44004, and 50001 of, and added Sections 40004, 41734.5, and 41780.01 and Chapter 12.8 (commencing with Section 42649) to Part 3 of Division 30 of, and added and repealed Section 41780.02 of, the Public Resources Code, relating to Solid Waste, as amended, supplemented, superseded and replaced from time to time and which places requirements on Commercial Businesses and Multi -Family property owners that generate a specified threshold amount of Solid Waste to arrange for recycling services and requires cities to implement a mandatory Commercial recycling program. "AB 939" means the California Integrated Waste Management Act of 1989 (California Public Resources Code Section 40000, et seq), as amended, supplemented, superseded, and replaced from time to time which requires cities and counties to reduce, reuse, and recycle (including Composting) Solid Waste generated in their cities to the maximum extend feasible before any incineration or landfill disposal of waste, to conserve water, energy, and other natural resources, and to protect the environment. "AB 1826, means the Assembly Bill approved by the Governor of the State of California on September 28, 2014, which added Chapter 12.9 (commencing with Section 42649.8) to Part 3 of Division 30 of the Public Resources Code, relating to Solid Waste, as amended, supplemented, superseded, and replaced from time to time and requires Commercial Businesses and Multi -Family Property Owners that generate specified threshold amount of Solid Waste, Recyclable Materials, and Organic Materials per week to arrange for recycling services for that waste, requires cities to implement a recycling program to divert Organic Waste for Commercial Businesses subject to the law, and requires cities to implement a mandatory Commercial Organic Material recycling program. "Blue Container" has the same meaning as in 14 CCR Section 18982.2(a)(5) and shall be used for the purpose of storage and Collection of Recyclable Materials. "CalRecycle" means California's Department of Resources Recycling and Recovery, which is the Department designated with responsibility for developing, implementing, and enforcing SB 1383 Regulations. "California Code of Regulations" or "CCR" means the State of California Code of Regulations, CCR reference in this Chapter are preceded with a number that refers to the relevant Title of the CCR (e.g., "14 CCR" refers to Title 14 of CCR). "Collect" or "Collection" (or any variation thereof) means the act of taking possession of Recyclable Materials, Organic Materials, Solid Waste, bulky items and other material at the place of generation in City. "Commercial Business" or "Commercial" means a firm, partnership proprietorship, joint- stock company, corporation or association, whether for-profit or nonprofit, strip mall, industrial facility, or a Multi -Family Residential Dwelling, or as otherwise defined in 14 CCR Section 18982(a)(6). A Multi -Family Residential Dwelling that consists of fewer than five (5) units is not a Commercial Businesses for purposes of implementing this Chapter. "Commercial Edible Food Generator" includes a Tier One or a Tier Two Commercial Edible Food Generator as defined herein below of this Section 50.18.030 or as otherwise defined in 14 CCR Section 18982(a)(73). For the purposes of this definition, Food Recovery Organizations and Food Recovery Services are not Commercial Edible Food Generators pursuant to 14 CCR Section 18982(a)(7). "Compliance Review" means a review of records by the City to determine compliance with this Chapter. "Community Composting" means any activity that Composts green material, agricultural material, food material, and vegetative food material, alone or in combination, and the total amount of feedstock and Compost on-site at any one time does not exceed one hundred (100 cubic yards and seven hundred fifty (750) square feet, as specified in 14 CCR Section 17855(a)(4); or, as otherwise defined by 14 CCR Section 18982(a)(8). "Compost" has the same meaning as in 14 CCR Section 17896.2(a)(4), which stated, as of the effective date of this Chapter, that "Compost" means the product resulting from the controlled biological decomposition of Organic Waste that is Source Separated from the municipal Solid Waste stream, or that is separated at centralized facility. "Composting" includes a controlled biological decomposition of Organic Materials yielding as safe and nuisance free Compost product. "Contamination" or "Contaminated Container" means a container, regardless of color, that contains Prohibited Container Contaminants, or as otherwise defined in 14 CCR Section 18982(a)(55). "Contractor" means a person who is a party to an existing written agreement with the City providing for the exclusive or non-exclusive right to Collect Discarded Materials from Generators within the City. "C&D" means construction and demolition debris. "Designee" means an entity that a City contracts with or otherwise arranges to carry out any of the City's responsibilities of this Chapter as authorized in 14 CCR Section 18981.2. A Designee may be a government entity, a Contractor, a private entity, or a combination of those entities. "Discarded Materials" means Recyclable Materials, Organic Materials, and Solid Waste placed by a Generator in a Blue, Green or Grey container and/or at a location for the purpose of Collection by the City's Collection Program, excluding Excluded Waste. "Edible Food" means food intended for human consumption, or as otherwise defined in 14 CCR Section 18982(a)(18). For the purposes of this Chapter or as otherwise defined in 14 CCR Section 18982(a)(18). "Edible Food" is not Solid Waste if it is recovered and not discarded. Nothing in this Chapter or in 14 CCR, Division 7, Chapter 12 requires or authorizes the Recovery of Edible Food that does not meet the food safety requirements of the California Retail Food Code. "Enforcement Action" means an action of the City to address non-compliance with this Chapter including, but not limited to, issuing administrative citations, fines, penalties, or using other remedies. "Excluded Waste" means Hazardous Substance, Hazardous Waste, infectious waste (as defined in 14 CCR Section 17225.36), designated waste, volatile, corrosive, medical waste, infectious, regulated radioactive waste, and toxic substances or material that facility operators(s), which receive materials from the City and its Generators, reasonably believe(s) would, as a result of or upon acceptance, transfer, processing, or disposal be a violation of local, State, or Federal law, regulations, or ordinance, including without limitation: land use restrictions or conditions, waste that cannot be disposed of in Class III landfills or accepted at the facility by permit conditions, waste that, in City's or its Designee's reasonable opinion, would present a significant risk to human health or the environment, cause a nuisance or otherwise create or expose City, or its Designee, to potential liability; but not including de minimis volumes or concentrations of waste of a type an amount normally found in Single -Family or Multi -Family Solid Waste after implementation of programs for the safe Collection, processing, recycling, treatment, and disposal of batteries and paint in compliance with Section 41500 and 41802 of the California Public Records Code. Excluded Waste does not include used motor oil and filers, household batteries, universal wastes, and/or latex paint when such materials are defined as allowable materials for Collection through the City's Collection Programs and the Generator or customer has properly placed the materials for Collection pursuant to instructions provided by the City or its Designee for Collection services. "Food Distributor" means a company that distribute food to entities including, but not limited to, Supermarkets and Grocery Stores, or as otherwise defined in 14 CCR Section 18982(a)(22). "Food Facility" has the same meaning as in Section 113789 of the Health and Safety Code. "Food Recovery" means actions to Collect and distribute food for human consumption that otherwise would be disposed, or as otherwise defined in 14 CCR Section 18982(a)(24). "Food Recovery Organization" means an entity that engages in the Collection or receipt of Edible Food from Commercial Edible Food Generators and distributes that Edible Food to the public for Food Recovery either directly or through other entities or as otherwise defined in 14 CCR Section 18982(a)(25), including, but not limited to: 1. A food bank as defined in Section 113783 of the Health and Safety Code; 2. A nonprofit chartable temporary food facility as defined in Section 113842 of the Health and Safety Code; and 3. A Food Recovery Organization is not a Commercial Edible Food Generator for the purpose of this Chapter and implementation of 14 CCR, Division 7, Chapter 12 pursuant to 14 CCR Section 18982(a)(7). If the definition in 14 CCR Section 18982(a)(25) for Food Recovery Organizations differs from this definition, the definition in 14 CCR Section 1 8982(a)(25) shall apply to this Chapter. "Food Recovery Services" means a person or entity that Collects and transports Edible Food from a Commercial Food Generator to a Food Recovery Organization or other entities for Food Recovery, or as otherwise defined in 14 CCR Section 18982(a)(26). A Food Recovery Service is not a Commercial Edible Food Generator for the purpose of this Chapter and implantation of 14 CCR, Division 7, Chapter 12 pursuant to 14 CCR Section 18982(a)(7). "Food Scraps" means all food such as, but not limited to fruits, vegetables, meat, poultry, seafood, shellfish, bones rice, beans, pasta, bread, cheese, and eggshells. Food Scarps excluded fats, oils, and grease when such materials are Source Separated from other Food Scraps. "Food Service Provider" means an entity primarily engaged in providing food services to institutional, governmental, Commercial or industrial locations of others based on contractual arrangements with these types of organizations, or as otherwise defined in 14 CCR Section 18982(a)(27). "Food -Solid Paper" is paper material that has come in contact with food or liquid, such as, but not limited to, paper plates, paper coffee cups, napkins, pizza boxes, and milk cartons. Food -Solid Paper does not include Non-Compostable Paper. "Food Waste" mean Food Scarpe and Food -Soiled Paper. "Generator" means any person or entity whose act or process produces Discarded Materials as defined in the Public Resources Code, or whose act first causes Discarded Materials to become subject to regulations. "Gray Container" has the same meaning as in 14 CCR Section 18982(a)(28) and shall be used for the purpose of storage and Collection of Solid Waste. Per the definition provided in 14 CCR Section 18982(a)(28), the Gray Containers may actually be black, or black with gray lid. "Green Container" has the same meaning as in 14 CCR Section 18982.2(x)(29) and shall be used for the purpose of storage and Collection of Organic Materials. "Grocery Store" means a store primarily engaged in the retail sale of canned food; dry goods, fresh fruits and vegetables; fresh meats, fish, and poultry; and any area that is not separately owned within the store where the food is prepared and served, including without limitation a bakery, deli, and meat and seafood departments, or as otherwise defined in 14 CCR Section 18982(a)(30). "Hauler Route" means the designated itinerary or sequence of stops for each segment of the City's Collection service area, or as otherwise defined in 14 CCR Section 18982(x)(31.5). "Hazardous Substance" means any of the following: (a) any substances defined, regulated or listed (directly or by reference) as "Hazardous Substance", "hazardous materials", "Hazardous Wastes", toxic waste", "pollutant", or "toxic substance", or similarly identified as hazardous to human health or the environment, in or pursuant to: (i) the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) of 1980, 42 USC §9601 et seq. (CERCLA); (ii) Hazardous Materials Transpiration Act, 49 USC §1802, et seq; (iii) the Resource Conservation and Recovery Act, 42 USC §6901 et seq.; (iv) the Clean Water Act, 33 USC §1251 et seq,; (v) California Heath and Safety Code §25115-2517, 25249.8, 25281, and 25316; (vi) the Clean Air Act, 42 USC §7901 et seq,; and, (vii) California Water Code §13050; (b) any amendments, rules or regulations promulgated thereunder to such enumerated status or acts currently existing or hereafter enacted; and, (c) any other hazardous or toxic substance, material, chemical, waste or pollutant identified as hazardous or toxic or regulated under any other Applicable Law currently existing or hereinafter enacted, including, without limitation, friable asbestos, polychlorinated biphenyl's (PCBs), petroleum, natural gas, and synthetic fuel products, and by-products. "Hazardous Waste" means all substance defined as Hazardous Waste, acutely Hazardous Waste, or extremely Hazardous Waste by the State in Health and Safety Code §25110.02, §25115, and §25117, State Public Resources Code Section 40141, or in the future amendments to or recodifications of such statues or identified and listed as solar panels form Residential Premises, and Hazardous Waste by the U.S. Environmental Protection Agency (EPA), pursuant to the Federal Resources Conservation and Recovery Act (42 USC §6901 et seq.) all future amendments thereto, and all rules and regulations promulgated thereunder. "High Diversion Organic Waste Processing Facility" means a facility that is in compliance with the reporting requirements of 14 CCR Section 18815.5(d) and meets or exceeds an annual average mixed waste organic content Recovery rate of fifty percent (50%) between January 1, 2022 and December 31, 2024, and seventy-five percent (75%) after January 1, 2025, as calculated pursuant to 14 CCR Section 18815.5€ of Organic Waste received from the "mixed waste organic collection stream" as defined in 14 CCR Section 17402(x)(11.5), or as otherwise defined in 14 CCR Section 18982(a)(33). "Inspection" means a site visit where a City or its Designee reviews records, containers, and an entity's Collection, handling, recycling, or landfill disposal of Discarded Materials or Edible Food handling to determine if the entity is complying with requirements set forth in this Chapter, or as otherwise defined in 14 CCR Section 18982(x0)(35). "Large Event" means an event, including, but not limited to, a sporting event or a flea market, that charges an admission price, or is operated by a local agency, and serves an average of more than two thousand (2,000) individuals per day of operation of the event, at a location that includes, but not limited to, a public, nonprofit, or privately owned park, parking lot, golf course, street system, or other open space when being used for an event. If the definition in 14 CCR Section 18982(a)(38) differs from this definition in 14 CCR Section 18982(a)(38) shall apply to this Chapter. "Large Venue" means a permanent venue facility that annually seats or serves an average of more than two thousand (2,000) individuals within the grounds of the facility per day of operation of the venue facility. For purposes of this Chapter and implementation of 14 CCR, Division 7, Chapter 12, a venue facility includes, but is not limited to, a public, nonprofit, or privately owned or operated stadium, amphitheater, area, hall, amusement park, conference or civic center, zoo, aquarium, airport, racetrack, horse track, performing arts center, fairground, museum, theater, or other public attraction facility. For purposes of this Chapter and implantation of 14 CCR, Division 7, Chapter 12, a site under common ownership or control that includes mor than one (1) Large Venue that is contiguous with other Large Venues in the site, is a single Large Venue. If the definition in 14 CCR Section 18982(a)(39) differs from this definition the definition in 14 CCR Section 18982(a)(39) shall apply to this Chapter. "Local Education Agency" means a school district, charter school, or county office of education that is not subject to the control of City or county regulation related to Recyclable Materials, Organic Materials, or Solid Waste, or as otherwise defined in 14 CCR Section 18982(a)(40). "Multi -Family Residential Dwelling" or "Multi -Family" means of, from, or pertaining to residential premises with five (5) or more dwelling units. Multi -Family premises do not include hotels, motels, or other transient occupancy facilities, which are considered Commercial Businesses. "MWELO" refer to the Model Water Efficient Landscape Ordinance, 23 CCR, Division 2, Chapter 2.7. "Non-Compostable Paper" includes but is not limited to paper that is coated in a plastic material that will not breakdown in the Composting process, or as otherwise defined in 14 CCR Section 18982(a)(41). "Notice of Violation" or "NOV" means a notice that a violation has occurred that includes a compliance date to avoid an action to seek penalties, or as otherwise defined in 14 CCR Section 18982(a)(45) or further explained in 14 CCR Section 18995.4. "Organic Materials" means Source Separated Organic Waste that can be placed in a Green Container specifically intended for the separate Collection of Organic Waste by the Generator, excluding Non-Compostable Paper, Paper Products, Printing and Writing Paper, and any other Organic Waste that an Organic Waste faciality may reject to maintain any organics -related Composting certifications including but not limited to organic carpets and textiles, contaminate wood or lumber, manure, digestate, biosolids, and sludges. "Organic Waste" means wastes containing material originating from living organisms and their metabolic waste products, including but not limited to food, green material, landscape and pruning waste, organic textiles and carpets, lumber, wood, Paper Products, Printing and Writing Paper, manure, biosolids, digestate, and sludges or as otherwise defined in 14 CCR Section 18982(a)(46). Biosolids and digestate are as defined by 14 CCR Section 18982(a). "Paper Products" include, but are not limited to, paper janitorial supplies, cartons, wrapping, packaging, file folders, handing files, corrugated boxes, tissue, and toweling, or as otherwise defined in 14 CCR Section 18982(a)(51). "Printing and Writing Papers" include, but are not limited to, copy, xerographic, watermark, cotton fiber, offset, forms, computer printout paper, white wove envelopes, manila envelopes, book paper, not pads, writing tablets, newsprint, and other uncoated writing papers, posters, index cards, calendars, brochures, reports, magazines, and publications, or as otherwise defined in 14 CCR Section 18982(a)(54). "Prohibited Container Contaminants" means the following: (i) Decarded materials placed in the Blue Container that are not identified as acceptable Recyclable Materials for the City's Blue Container; (ii) Discarded Materials placed in the Green Container that are not identified as acceptable Organic Materials for the City's Green Container, (iii) Discarded Materials placed in the Gray Container that are acceptable Recyclable Materials and/or Organic Materials to be placed in City's Green Container and/or Blue Container; and (iv) Excluded Waste placed in any container. "Property Owner" means the owner of real property, or as otherwise defined in 14 CCR Section 18982(a)(57). "Recovered Organic Wase Products" means products made from California, landfill diverted recovered Organic Waste Processed in a permitted or otherwise authorized facility, or as otherwise defined in 14 CCR Section 18982(a)(60). "Recovery" means any activity or process described in 14 CCR Section 18983.1(b), or as otherwise defined in 14 CCR Section 18982(a)(49). "Recyclable Material" shall mean any material generated on or emanating from residential or Commercial/Industrial premises that is no longer wanted and is Collected, transported, and reused or processed into a form suitable for reuse through reprocessing or remanufacture, consistent with the requirements of AB 939. No Discarded Materials shall be considered Recyclable Materials unless such material is separated from Organic Materials and Solid Waste and offered for Collection through the City's Collection program. "Recycled -Content Paper" means Paper Products and Printing and Writing Paper that consists of at least thirty percent (30%), by fiber weight, postconsumer fiber, or as otherwise defined in 14 CCR Section 18982(a)(61). "Restaurant" means an establishment primarily engaged inter tail sale of food and drinks for on -premises or immediate consumption, or as otherwise defined in 14 CCR Section 18982(a)(64). "Route Review" means a visual inspection of containers along a Hauler Route for the purpose of determining Contaminated Containers and my include mechanical inspection methods such as the use of cameras, or as otherwise defined in 14 CCR Section 18982(a)(65). "SB 1383" means Senate Bill 1383 of 2016 approved by the Governor on September 19, 2016, which added Sections 39730.5, 39730.6, 39730.7, and 39730.8 to the Health and Safety Code, and added Chapter 13.1 (commencing with Section 42652) to Part 3 of Division 30 of the Public Resources Code, establishing methane emissions reduction targets and placing requirements on multiple entities including cities, residential households, Commercial Businesses and Commercial Business owners, Commercial Edible Food Generators, Contractors, Self -Haulers, Food Recovery Organizations, and Food Recovery Services in Statewide effort to reduce emissions of short -live climate pollutants as amended, supplemented, superseded, and replace from time to time. "SB 1383 Regulation" or "SB 1383 Regulatory" means or refers to, for the purposes of this Chapter, the Short -Lived Climate Pollutants: Organic Waste Reduction regulations developed by CalRecycle and adopted in 2020 that crafted 14 CCR, Division 7, Chapter 12 and amended portions of regulations of 14 CCR and 27 CCR. "Self -Hauler" means a person, who hauls Solid Waste, Organic Materials, or Recyclable material he or she has generated to another person. Self -Hauler also includes a person who back -hauls waste, or as otherwise defined in 14 CCR Section 18982(a)(66). Back- haul means generating and transporting Discarded Materials to a destination owned and operated by the Generator using the Generator's own employees and equipment, or as otherwise defined in 14 CCR Section 18982(a)(66)(A). "Single -Family" means of, form or pertaining to any residential premises with fewer than five (5) units. "Solid Waste" has the same meaning as defined in State Public Resources Code Section 40191, which defines Solid Waste as all putrescible and non-putrescible solid, semisolid, and liquid wastes, including garbage, trash, refuse, paper, rubbish, ashes, industrial wastes, demolition and construction wastes, abandoned vehicle and parts hereof, discarded home and industrial appliances, dewatered, treated, or chemically fixed sewage sludge that is not Hazardous Waste, manure, vegetable or animal solid and semisolid wastes, and other discarded solid and semisolid wastes, with the exception that Solid Waste does not include any of the following wastes: 1. Hazardous Waste. 2. Radioactive waste regulated pursuant to the State Radiation Control Law Chapter 8 (commencing with Section 114960) of Part 9 of Division 104 of the State Health and Safety Code. 3. Medical waste regulated pursuant to the State Medical Waste Management Act (Part 14 (commencing with Section 117600) of Division 104 of the Sate Health and Safety Code). Untreated medical waste shall not be disposed of in a Solid Waste landfill, as defined in State Public Resources Code Section 40195.1 Medical waste that has been a treated and deemed to be Solid Waste shall be regulated pursuant to Division 30 of the State Public Resource Code. 4. Recyclable Materials, C&D, Organic Waste, or other salvageable material only when such materials are Source Separated from Solid Waste at the site of generation. "Source Separated" means materials, including commingled Recyclable Materials and Organic Material, that have been separated or kept separate from the Solid Waste stream, at the point of generation for the purpose of additional sorting or processing those material for recycling or reuse in order to return them to the economic mainstream in the form of raw material for new, reused, or reconstituted products that meet the quality standards necessary to be used in the marketplace, or as otherwise defined in 14 CCR Section 17402.5(b)(4). For the purposes of the ordinance, Source Separated shall include separation of materials by the Generator, property owner, property owner's employee, property manager, or property manager's employee into different containers for the purpose of Collection such that Sources Separated material are separated from Solid Waste for the purposes of Collection and processing. "State" means the State of California. "Supermarket" means a full -line, self-service retail store with gross annual sales of two million dollars ($2,000,000), or more that sells a line of dry grocery, canned goods, or nonfood items and some perishable items, or as otherwise defined in 14 CCR Section 18982(a)(71). "Tier One Commercial Edible Food Generator" means a Commercial Edible Food Generator that is one of the following: 1. Supermarket. 2. Grocery Store with a total facility size equal to or greater than ten thousand (10,000) square feet. 3. Food Service Provider. 4. Food Distributor. 5. Wholesale Food Vendor. If the definition in 14 CCR Section 18982(a)(73) of Tier One Commercial Edible Food Generator differs from this definition, the definition in 14 CCR Section 18982(a)(73) shall apply to this Chapter. "Tier Two Commercial Edible Food Generator" means a Commercial Edible Food Generator that is one of the following: 1. Restaurant with two hundred fifty (250) or more seats, or a total facility size equal to or greater than five thousand (5,000) square feet. 2. Hotel with on-site Food Facility and two hundred (200) or more rooms. 3. Health facility with an on-site Food Facility and one hundred (100) or more beds. 4. Large Venue. 5. Large Event. 6. A State agency with a cafeteria with tow hundred fifty (250) or more seats or total cafeteria facility size equal to or greater than five thousand (5,000) square feet. 7. A Local Education Agency facility with an on-site Food Facility. If the definition in 14 CCR Section 18982(a)(74) of Tier Two Commercial Edible Food Generator differs from this definition the definition in 14 CCR Section 18982(a)(74) shall apply to this Chapter. "Wholesale Food Vendor" means a Commercial Business or establishment engaged in the merchanted wholesale distribution of food, where food (including fruits and vegetables) is received, shipped, stored, prepared for distribution to a retailer, warehouse, distributor, or other destination, or as otherwise defined in 14 CCR Section 189852(a)(76). 50.18.040 Requirements for Single -Family Generators Generators shall subscribe to a three (3) container Collection service that includes a Blue Container, Green Container, and Gray Container. Generators shall comply with the following requirements except Single -Family Generators that meet the Self -Hauler requirements in Section 50.18.100 of the Baldwin Park Municipal Code. A. Shall subscribe to City's Collection services for all Discarded Materials generated as described in this Section. City or its Designee shall have the right to review the number and size of a Generator's containers to evaluate adequacy of capacity provided for each type of Collection service for proper separation of materials and containment of materials, and Single -Family Generators shall adjust their service level for Collection services as requested by the City or its Designee. Generators may additionally manage their Discarded Materials by preventing or reducing their Discarded Materials, managing Organic Waste on site, and/or using a Community Composting site pursuant to 14 CCR Section 18984.9(c). B. Shall participate in the City's Collection service(s) by placing designated materials in designated containers as described below and shall not place Prohibited Container Contaminants in Collection containers. 1. Generator shall place Organic Materials, including Food Waste, in the Green Container, Source Separated Recyclable Materials in the Blue Container, and Solid Waste in the Gray Container. Generators shall not place materials designated for the Gray Container into the Green Container or Blue Container, or material designated for the Green or Blue Container into the Gray Container. 2. Green, Blue, and Gray Containers to be Collected by the Contractor shall be placed, by the owner or occupant of any premises, along the street or alley frontage of such premises, or such other locations as may be mutually agreeable to such persons and the Contractor. 3. No person shall interfere in any manner with any Green, Blue, or Gray Containers or the contents thereof, or remove any Blue, Green, or Gray Container or the contents thereof from the location where the same was placed by the owner or occupants of the premises for Collection. 50.18.050 Requirements for Commercial Businesses Generators that are Commercial Businesses, including Multi -Family Residential Dwellings, shall: A. Subscribe to City's three (3) container Collection services and shall be solely responsible to the Contractor for the payment of the fees set forth in any such agreement the City has entered with Contractor for Collection service. The City shall not be responsible for payment of any such fees to any Contractor. Commercial Generators shall comply with requirements of those services as described below in this Section, except Commercial Businesses that meet all Self -Hauler requirements set forth in Section 50.18.100 of the Baldwin Park Municipal Code. City or its Designee shall have the right to review the number and size of a Generator's Containers and frequency of Collection to evaluate adequacy of capacity provided for each type of Collection service for proper separation of material and containment of materials; and Commercial Businesses shall adjust their service level for their Collection service as requested by the City or its Designee. B. Except Commercial Businesses that meet the Self -Hauler requirements in this Chapter, participate in the City's Collection service(s) by placing designated materials in designated containers as described below: 1. Generator shall place and/or direct its Generators to place Organic Materials, including Food Waste, in the Green Container, Source Separated Recyclable Materials in the Blue Container, and Solid Waste in the Gray Container. Generator shall not place, and direct tis Generators not to place, Prohibited Container Contaminants in Collection containers and not place materials designated for the Gray Container into the Green Container or Blue Container or materials designated for the Green or Blue Container into the Gray Container. 2. Supply and allow access to adequate number, size, and location of Collection containers with sufficient labels and colors (conforming with Subsections 3(a) and 3(b) below for employees, contractors, tenants, and customers, consistent with City's Blue Container, Green Container, and Gray Container Collection service or, if self -hauling, per the Commercial Businesses' instructions to support its compliance with its self -haul program, in accordance with Section 50.18.100. 3. Excluding Multi -Family Residential Dwellings, provide containers for the Collection of Organic Materials and Source Separated Recyclable Materials in all indoor and outdoor areas where disposal containers are provided for customers, for materials generated by that Commercial Business. Such containers do not need to be provided in restrooms. If a Commercial Business does not generate any of the materials that would be collected in one type of container, then the business does not have to provide that particular container in all areas where disposal containers are provided for customers. Pursuant to 14 CCR Section 18984.9(b), the containers provided by the Commercial Business shall have either: a) A body or lid that conforms with the container colors provided through the collection service provided by The City, with either lids conforming to the color requirements or bodies conforming to the color requirements or both lids and bodies conforming to color requirements. A Commercial Business is not required to replace functional containers, including containers purchased prior to January 1, 2022, that do not comply with the requirements of the subsection prior to the end of the useful life of those containers, or prior to January 1, 2036, whichever comes first. b) Container labels that include language or graphic images, or both, indicating the primary material accepted and the primary materials prohibited in that container, or containers with imprinted text or graphic images that indicate the primary materials accepted and primary materials prohibited in the container. Pursuant 14 CCR Section 18984.8, the container labeling requirements are required on new containers commencing January 1, 2022. 4. Multi -Family Residential Dwellings are not required to comply with container placement requirements or labeling requirements in Section 6(d) pursuant to 14 CCR Section 18984.9(b). 5. To the extent practical through education, training, Inspection, and/or other measures, excluding Multi -Family Residential Dwellings, prohibit employees from placing materials in a container not designated for those materials per the City's Blue Container, Green Container, and Gray Container collection service or, if self -hauling, per the Commercial Businesses' instructions to support its compliance with its self -haul program, in accordance with Section 50.18.100. 6. Excluding Multi -Family Residential Dwellings, periodically inspect Blue Containers, Green Containers, and Gray Containers for contamination and inform employees if containers are contaminated and of the requirements to keep contaminants out of those containers pursuant to 14 CCR Section 18984.9(b)(3). 7. Annually provide information to employees, contractors, tenants, and customers about Organic Waste Recovery requirements and about proper sorting of Source Separated Green Container Organic Waste and Source Separated Recyclable Materials. 8. Provide education information before or within fourteen (14) days of occupation of the premises to new tenants that describes requirements to keep Source Separated Green Container Organic Waste and Source Separated Recyclable Materials separate from Gray Container Waste (when applicable) and the location of containers and the rules governing their use at each property. 9. Provide or arrange access for the City or its agent to their properties during all Inspections conducted in accordance with Section 50.18.140 of this Chapter to confirm compliance with the requirements of this ordinance. 10. Accommodate and cooperate with City's Remote Monitoring program for Inspection of the contents of containers for Prohibited Container Contaminants, which may be implemented by the City at a later date, to evaluate generator's compliance with Section. 11. At Commercial Business's option and subject to any approval required from the City, implement a Remote Monitoring program for Inspection of the contents of its Blue Containers, Green Containers, and Gray Containers for the purpose of monitoring the contents of containers to determine appropriate levels of service and to identify Prohibited Container Contaminants. 12. If a Commercial Business wants to self -haul, meet the Self -Hauler requirements in Section 50.18.100 of this Chapter. 13. Nothing in this Section prohibits a generator from preventing or reducing waste generation, managing Organic Waste on site, or using a Community Composting site pursuant to 14 CCR Section 18984.9(c). 14. Commercial Businesses that are Tier One or Tier Two Commercial Edible Food Generators shall comply with Food Recovery requirements, pursuant to Section 9. 50.18.060 Waivers for Generators A. De Minimis Waivers — The City may waive a Commercial Business' obligation (including Multi -Family Residential Dwellings) to comply with some or all of the Organic Waste requirements of this ordinance if the Commercial Business provides documentation that the business generates below a certain amount of Organic Waste material as described in Section 50.18.060(A)(2) below. Commercial Businesses requesting a de minimis waiver shall: 1. Submit an application specifying the services that they are requesting a waiver from and provide documentation as noted in Section 50.18.060(A)(2) below. 2. Provide documentation that either: a) The Commercial Business' total Solid Waste collection service is two cubic yards or more per week and Organic Waste subject to collection in a Blue Container or Green Container comprises less than 20 gallons per week per applicable container of the business' total waste; or, b) The Commercial Business' total Solid Waste collection service is less than two cubic yards per week and Organic Waste subject to collection in a Blue Container or Green Container comprises less than 10 gallons per week per applicable container of the business' total waste. 3. Notify The City if circumstances change such that Commercial Business's Organic Waste exceeds threshold required for waiver, in which case waiver will be rescinded. 4. Provide written verification of eligibility for de minimis waiver every 5 years, if City has approved de minimis waiver. B. Physical Space Waivers — The City may waive a Commercial Business' or property owner's obligations (including Multi -Family Residential Dwellings) to comply with some or all of the recyclable materials and/or Organic Waste collection service requirements if the City has evidence from its own staff, a hauler, licensed architect, or licensed engineer demonstrating that the premises lacks adequate space for the collection containers required for compliance with the Organic Waste collection requirements of Section 50.18.050. A Commercial Business or property owner may request a physical space waiver through the following process: Submit an application form specifying the type(s) of collection services for which they are requesting a compliance waiver. 2. Provide documentation that the premises lacks adequate space for Blue Containers and/or Green Containers including documentation from its hauler, licensed architect, or licensed engineer. 3. Provide written verification to the City Manager or his/her designee that it is still eligible for physical space waiver every five years, if The City has approved application for a physical space waiver. 50.18.070 Requirements for Commercial Edible Food Generators A. Tier One Commercial Edible Food Generators must comply with the requirements of this Section 9 commencing January 1, 2022, and Tier Two Commercial Edible Food Generators must comply commencing January 1, 2024, pursuant to 14 CCR Section 18991.3. B. Large Venue or Large Event operators not providing food services, but allowing for food to be provided by others, shall require Food Facilities operating at the Large Venue or Large Event to comply with the requirements of this Section, commencing January 1, 2024. C. Commercial Edible Food Generators shall comply with the following requirements: 1. Arrange to recover the maximum amount of Edible Food that would otherwise be disposed. 2. Contract with, or enter into a written agreement with Food Recovery Organizations or Food Recovery Services for: (i) the collection of Edible Food for Food Recovery; or, (ii) acceptance of the Edible Food that the Commercial Edible Food Generator self -hauls to the Food Recovery Organization for Food Recovery. 3. Shall not intentionally spoil Edible Food that is capable of being recovered by a Food Recovery Organization or a Food Recovery Service. 4. Allow City's designated enforcement entity or designated third party enforcement entity to access the premises and review records pursuant to 14 CCR Section 18991.4. 5. Keep records that include the following information, or as otherwise specified in 14 CCR Section 18991.4: a. A list of each Food Recovery Service or organization that collects or receives its Edible Food pursuant to a contract or written agreement established under 14 CCR Section 18991.3(b). b. A copy of all contracts or written agreements established under 14 CCR Section 18991.3(b). c. A record of the following information for each of those Food Recovery Services or Food Recovery Organizations: i. The name, address and contact information of the Food Recovery Service or Food Recovery Organization. The types of food that will be collected by or self -hauled to the Food Recovery Service or Food Recovery Organization. iii. The established frequency that food will be collected or self -hauled. iv. The quantity of food, measured in pounds recovered per month, collected or self -hauled to a Food Recovery Service or Food Recovery Organization for Food Recovery. 6. No later than June 1 of each year commencing no later than June 1, 2022, for Tier One Commercial Edible Food Generators and June 1, 2024 for Tier Two Commercial Edible Food Generators, provide an annual Food Recovery report to the City that includes the records listed in Section 50.18.070(C)(5)(c). D. Nothing in this ordinance shall be construed to limit or conflict with the protections provided by the California Good Samaritan Food Donation Act of 2017, the Federal Good Samaritan Act, or share table and school food donation guidance pursuant to Senate Bill 557 of 2017 (approved by the Governor of the State of California on September 25, 2017, which added Article 13 [commencing with Section 49580] to Chapter 9 of Part 27 of Division 4 of Title 2 of the Education Code, and to amend Section 114079 of the Health and Safety Code, relating to food safety, as amended, supplemented, superseded and replaced from time to time). 50.18.080 Requirements for Food Recovery and Organizations and Services A. Food Recovery Services collecting or receiving Edible Food directly from Commercial Edible Food Generators, via a contract or written agreement established under 14 CCR Section 18991.3(b), shall maintain the following records, or as otherwise specified by 14 CCR Section 18991.5(a)(1): 1. The name, address, and contact information for each Commercial Edible Food Generator from which the service collects Edible Food. 2. The quantity in pounds of Edible Food collected from each Commercial Edible Food Generator per month. 3. The quantity in pounds of Edible Food transported to each Food Recovery Organization per month. 4. The name, address, and contact information for each Food Recovery Organization that the Food Recovery Service transports Edible Food to for Food Recovery. B. Food Recovery Organizations collecting or receiving Edible Food directly from Commercial Edible Food Generators, via a contract or written agreement established under 14 CCR Section 18991.3(b), shall maintain the following records, or as otherwise specified by 14 CCR Section 18991.5(a)(2): 1. The name, address, and contact information for each Commercial Edible Food Generator from which the organization receives Edible Food. 2. The quantity in pounds of Edible Food received from each Commercial Edible Food Generator per month. 3. The name, address, and contact information for each Food Recovery Service that the organization receives Edible Food from for Food Recovery. C. Food Recovery Organizations and Food Recovery Services shall inform generators about California and Federal Good Samaritan Food Donation Act protection in written communications, such as in their contract or agreement established under 14 CCR Section 18991.3(b). D. Food Recovery Organizations and Food Recovery Services that have their primary address physically located in the City and contract with or have written agreements with one or more Commercial Edible Food Generators pursuant to 14 CCR Section 18991.3(b) shall report to the City it is located in the total pounds of Edible Food recovered in the previous calendar year from the Tier One and Tier Two Commercial Edible Food Generators they have established a contract or written agreement with pursuant to 14 CCR Section 18991.3(b) no later than June 1 of each calendar year. E. In order to support Edible Food Recovery capacity planning assessments or other studies conducted by the County, City, special district that provides solid waste collection services, or its designated entity, Food Recovery Services and Food Recovery Organizations operating in the City shall provide information and consultation to the City, upon request, regarding existing, or proposed new or expanded, Food Recovery capacity that could be accessed by the City and its Commercial Edible Food Generators. A Food Recovery Service or Food Recovery Organization contacted by the City shall respond to such request for information within sixty (60) days, unless a shorter timeframe is otherwise specified by the City. 50.18.090 Requirements for Contractors and Facility Operators A. If the City finds that the public interest, convenience, and necessity so require, it may contract with any one (1) or more qualified persons, on an exclusive or nonexclusive basis, for the Collection and disposal of residential, Commercial, or industrial Discarded Materials from Generators within the City's boundaries. In such event, such agreement shall refer to this Chapter, insofar as the manner of Collection is concerned, as it now exists or as it may hereafter be amended. Such agreement shall, in addition, provide for such Contractor to Collect, process, and/or dispose of all Discarded Materials from Generators within the City, and such Contractor shall have the exclusive right, privilege, and duty to Collect, process, and/or dispose of all such Discarded Materials for the period and times specified in such agreement, upon such compensation as may be therein agreed upon between the City and such Contractor. Each Contractor shall meet the following requirements as a condition of approval of a contract, agreement, or similar contractual authorization with the City to Collect Discarded Materials. 1. All Discarded Materials generated within the City, with the exception of Hazardous Waste and Hazardous Substances, shall remain the property of the City until it is picked up by the Contractor. Through written notice to the City annually on or before July 1, 2022, Contractor shall identify the facilities to which they will transport Recyclable Materials, Organic Materials, and Solid Waste and shall not deliver the Discarded Materials to any waste -to -energy conversion facility unless specifically approved in advance by the City Manager or their Designee. 2. Transport Source Separated Recyclable Materials to a facility that recovers those materials; transport Source Separated Green Container Organic Waste to a facility, operation, activity, or property that recovers Organic Waste as defined in 14 CCR Division 7, Chapter 12, Article 2; and transport Solid Waste to a disposal facility or transfer facility or operation that processes or disposes of Solid Waste. Notwithstanding the foregoing, Contractor shall not be required to transport any containers with Prohibited Container contaminants to a facility, operation, activity, or property that recovers Organic Waste. 3. Obtain approval from the City to haul Discarded Materials, unless it is transporting Sources Separated Organic Waste to a Community Composting site or lawfully transporting C&D in a manner that complies with 14 CCR Section 18989.1 and Section 50.18.110 hereof. 4. The authorization of exclusive or non-exclusive Contractor(s), as applicable, to Collect Discarded Materials shall comply with any education, equipment, signage, container labeling, container color, Contamination, monitoring, and reporting requirements relating to the Collection of Discarded Materials contained within its franchise agreement with the City. 5. Maintain a fixed place of business in or adjacent to the City and maintain a telephone services at such a place of business. 6. Maintain an accurate list of all customers served by the Contractor within the City. Such records shall be open and available for reasonable inspection by the City Manager or their Designee. 7. Ensure all vehicular equipment used by Contractor is maintained in a clean and sanitary condition, and shall have prominently displayed thereon, the name, address, and telephone number of the Contractor. (Prior code 24A-4). 8. Place and maintain on the outside of Green, Blue, and Gay Containers, or other equipment, in legible letters and numerals not less than one (1) inch in height, such Contractor's name or firm name and telephone number. 9. At all times keep in good repair and maintain in a clean and sanitary condition all Green, Blue, and Gray Containers or other equipment to the satisfaction of the health officer. (Prior code 24-5) B. Requirements for Facility Operators and Community Composting Operations: No person shall maintain or operate any dump, waste disposal facility, or site for the disposal, transfer, or salvage of Recyclable Materials Organic Waste, or Solid Waste within the City; provided, that nothing contained in this section shall be construed to prohibit the disposal of agricultural or horticultural waste materials such as dead trees, bushes, and similar material at a Community Composting site. (Prior code 24-4). 2. Owners of facilities, operations and activities that recover Organic Waste, including, but not limited to, Compost facilities, in -vessel digestion facilities, and publicly owned treatment works shall, upon City request, provide information regarding available and potential new or expanded capacity at their facilities, operations, and activities, including information about throughout and permitted capacity necessary for planning purposes. Entities contacted by the City shall respond within sixty (60) days. 3. Community Composting operators, upon City requests hall provide information to the City to support Organic Waste capacity planning, including but not limited to, an estimate of the amount of Organic Waste anticipated to be handled at the Community Composting operation. Entities contacted by the City shall respond within sixty (60) days. 4. Owners of facilities, operations, and activities located in the City's boundaries that receive Recyclable Materials, Organic Materials, and/or Solid Waste shall provide to the city on a quarterly basis copy of all resorts that the owners are required to report to CalRecycle, including at minimum, those required by AB 901 and SB 1383. C. Any Contractor operating within the City shall comply with the following Collection rules: 1. Hours of Collection. Collection from commercial/industrial premises may occur Monday through Saturday. Residential collection shall not begin prior to 6:OOam, and commercial/industrial collection will not begin prior to 5:30am where the commercial/industrial premises is within five hundred (500) feet of an occupied residential premises, except by approval of City Manager of his/her designee. 2. Schedules. Each Contractor shall establish and thereafter maintain an area schedule of their Collection times and places. Such schedules shall be filed with the City Manager and any changes therein shall be filed with the City Manager. 50.18.100 Requirements for Self -Haulers A. Self -Haulers shall source separate all Recyclable Materials and Organic Waste (materials that City otherwise requires generators to separate for collection in the City's organics and recycling collection program) generated on-site from Solid Waste in a manner consistent with 14 CCR Sections 18984.1 and 18984.2, and shall deliver their materials to facilities described in subsection (B) below, or shall haul Solid Waste, including Recyclable Materials and Organic Waste, to a High Diversion Organic Waste Processing Facility as specified in 14 CCR Section 18984.3. B. Self -Haulers shall haul their Source Separated Recyclable Materials to a facility that recovers those materials; and haul their Organic Waste to a Solid Waste facility, operation, activity, or property that processes or recovers Source Separated Organic Waste. Alternatively, Self -Haulers may haul Organic Waste to a High Diversion Organic Waste Processing Facility. C. Self -Haulers that are Commercial Businesses (including Multi -Family Residential Dwellings) shall keep a record of the amount of Organic Waste delivered to each Solid Waste facility, operation, activity, or property that processes or recovers Organic Waste; this record shall be subject to Inspection by the City. The records shall include the following information: 1. Delivery receipts and weight tickets from the entity accepting the waste. 2. The amount of material in cubic yards or tons transported by the generator to each entity. 3. If the material is transported to an entity that does not have scales on-site, or employs scales incapable of weighing the Self-Hauler's vehicle in a manner that allows it to determine the weight of materials received, the Self -Hauler is not required to record the weight of material but shall keep a record of the entities that received the Organic Waste. D. Self -Haulers that are Commercial Businesses (including Multi -Family Self -Haulers) shall provide information collected in Section 50.18.100 to the City if requested and within ten (10) days of such request. E. A residential Organic Waste Generator that self -hauls Organic Waste is not required to record or report information in Section 50.18.100. 50.18.110 Compliance with CALGreen Recycling Requirements A. Persons applying for a permit from the City for new construction and building additions and alternations shall comply with the requirements of this Section and the California Green Building Standards Code, 24 CCR, Part 11, known as CALGreen, as amended, if its project is covered by the scope of CALGreen or more stringent requirements of the City. If the requirements of CALGreen are more stringent then the requirements of this Section, the CALGreen requirements shall apply. Project applicants shall refer to the City's building and/or planning code for complete CALGreen requirements. B. For projects covered by CALGreen or more stringent requirements of the City, the applicants must, as a condition of the City's permit approval, comply with the following: Where five (5) or more Multi -Family dwelling units are constructed on a building site, provide readily accessible areas that serve occupants of all buildings on the site and are identified for the storage and collection of Blue Container and Green Container materials, consistent with the three (3) container collection program offered by the City, or comply with provision of adequate space for recycling for Multi -Family and Commercial premises pursuant to Sections 4.408.1, 4.410.2, 5.408.1, and 5.410.1 of the California Green Building Standards Code, 24 CCR, Part 11 as amended provided amended requirements are more stringent than the CALGreen requirements for adequate recycling space effective January 1, 2020. 2. New Commercial construction or additions resulting in more than 30% of the floor area shall provide readily accessible areas identified for the storage and collection of Blue Container and Green Container materials, consistent with the three (3) container collection program offered by the City, or shall comply with provision of adequate space for recycling for Multi -Family and Commercial premises pursuant to Sections 4.408.1, 4.410.2, 5.408.1, and 5.410.1 of the California Green Building Standards Code, 24 CCR, Part 11 as amended provided amended requirements are more stringent than the CALGreen requirements for adequate recycling space effective January 1, 2020. 3. Comply with CALGreen requirements and applicable law related to management of C&D, including diversion of Organic Waste in C&D from disposal. Comply with all written and published City policies and/or administrative guidelines regarding the collection, recycling, diversion, tracking, and/or reporting of C&D. 50.18.120 Model Water Efficient Landscaping Ordinance Requirements A. Property owners or their building or landscape designers, including anyone requiring a building or planning permit, plan check, or landscape design review from the City, who are constructing a new (Single -Family, Multi -Family, public, institutional, or Commercial) project with a landscape area greater than 500 square feet, or rehabilitating an existing landscape with a total landscape area greater than 2,500 square feet, shall comply with Sections 492.6(a)(3)(B) (C), (D), and (G) of the MWELO, including sections related to use of Compost and mulch as delineated in this Section 50.18.120. B. The following Compost and mulch use requirements that are part of the MWELO are now also included as requirements of this Chapter. Other requirements of the MWELO are in effect and can be found in 23 CCR, Division 2, Chapter 2.7. C. Property owners or their building or landscape designers that meet the threshold for MWELO compliance outlined in Section 50.18.120(A) above shall: Comply with Sections 492.6 (a)(3)(B)(C)(D) and (G) of the MWELO, which requires the submittal of a landscape design plan with a soil preparation, mulch, and amendments section to include the following: a. For landscape installations, Compost at a rate of a minimum of four (4) cubic yards per one thousand (1,000) square feet of permeable area shall be incorporated to a depth of six (6) inches into the soil. Soils with greater than six percent (6%) organic matter in the top six (6) inches of soil are exempt from adding Compost and tilling. b. For landscape installations, a minimum three (3) inch layer of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. To provide habitat for beneficial insects and other wildlife up to five percent (5%) of the landscape area may be left without mulch. Designated insect habitat must be included in the landscape design plan as such. c. Organic mulch materials made from recycled or post -consumer materials shall take precedence over inorganic materials or virgin forest products unless the recycled post -consumer organic products are not locally available. Organic mulches are not required where prohibited by local fuel modification plan guidelines or other applicable local ordinances. 2. The MWELO compliance items listed in this Section are not an inclusive list of MWELO requirements; therefore, property owners or their building or landscape designers that meet the threshold for MWELO compliance outlined in Section 50.18.120(A) shall consult the full MWELO for all requirements. D. If, after the adoption of this ordinance, the California Department of Water Resources, or its successor agency, amends 23 CCR, Division 2, Chapter 2.7, Sections 492.6(a)(3)(B) (C), (D), and (G) of the MWELO September 15, 2015 requirements in a manner that requires Jurisdictions to incorporate the requirements of an updated MWELO in a local ordinance, and the amended requirements include provisions more stringent than those required in this Section, the revised requirements of 23 CCR, Division 2, Chapter 2.7 shall be enforced. 50.18.130 Procurement Requirements for City Departments, Direct Service Providers and Vendors A. City departments, and direct service providers to the City, as applicable, must comply with City' adopted procurement policy for Recovered Organic Waste Product and Recycled -Content Paper. B. All vendors providing Paper Products and Printing and Writing Paper to the City shall: If fitness and quality are equal, provide Recycled -Content Paper Products and Recycled -Content Printing and Writing Paper that consists of at least 30 percent, by fiber weight, postconsumer fiber instead of non -recycled products whenever recycled Paper Products and Printing and Writing Paper are available at the same or lesser total cost than non -recycled items. 2. Provide Paper Products and Printing and Writing Paper that meet Federal Trade Commission recyclability standard as defined in 16 Code of Federal Regulations (CFR) Section 260.12. 3. Certify in writing, under penalty of perjury, the minimum percentage of postconsumer material in the Paper Products and Printing and Writing Paper offered or sold to the City. This certification requirement may be waived if the percentage of postconsumer material in the Paper Products, Printing and Writing Paper, or both can be verified by a product label, catalog, invoice, or a manufacturer or vendor internet website. 4. Certify in writing, on invoices or receipts provided, that the Paper Products and Printing and Writing Paper offered or sold to the City is eligible to be labeled with an unqualified recyclable label as defined in 16 Code of Federal Regulations (CFR) Section 260.12 (2013). 5. Provide records to the City's Recovered Organic Waste Product procurement recordkeeping Designee, in accordance with the City's Recycled -Content Paper procurement policy(ies) of all Paper Products and Printing and Writing Paper purchases within thirty (30) days of the purchase (both recycled -content and non - recycled content, if any is purchased) made by any division or department or employee of the City. Records shall include a copy (electronic or paper) of the invoice or other documentation of purchase, written certifications as required in Sections 50.18.130(B)(3) and (13)(4) of this Chapter for recycled -content purchases, purchaser name, quantity purchased, date purchased, and recycled content (including products that contain none), and if non -recycled content Paper Products or Printing and Writing Papers are provided, include a description of why Recycled -Content Paper Products or Printing and Writing Papers were not provided. 50.18.140 Inspections and Investigations by City A. City representatives and/or its designated entity, including Designees are authorized to conduct Inspections and investigations, at random or otherwise, of any collection container, collection vehicle loads, or transfer, processing, or disposal facility for materials collected from generators, or Source Separated materials to confirm compliance with this Chapter by Organic Waste Generators, Commercial Businesses (including Multi -Family Residential Dwellings), property owners, Commercial Edible Food Generators, haulers, Self -Haulers, Food Recovery Services, and Food Recovery Organizations, subject to applicable laws. This Section does not allow The City to enter the interior of a private residential property for Inspection. B. Generators, Commercial Businesses (including Multi -Family Residential Dwellings), property owners, Commercial Edible Food Generators, haulers, Self -Haulers, Food Recovery Services, and Food Recovery Organizations shall provide or arrange for access during all Inspections (except for residential property interiors) and shall cooperate with the City's employee or its designated entity/Designee during such Inspections and investigations. Such Inspections and investigations may include confirmation of proper placement of materials in containers, Edible Food Recovery activities, records, or any other requirement of this ordinance described herein. Failure to provide or arrange for: (i) access to an entity's premises; (ii) installation and operation of Remote Monitoring equipment (optional); or (ii) access to records for any Inspection or investigation is a violation of this ordinance and may result in penalties described. C. Any records obtained by the City during its Inspections and other reviews shall be subject to the requirements and applicable disclosure exemptions of the Public Records Act as set forth in Government Code Section 6250 et seq. D. City representatives, its designated entity, and/or Designee are authorized to conduct any Inspections, other investigations as reasonably necessary to further the goals of this ordinance, subject to applicable laws. E. City shall receive written complaints from persons regarding an entity that may be potentially non-compliant with SB 1383 Regulations, including receipt of anonymous complaints. 50.18.150 Enforcement A. Violation of any provision of this Chapter shall constitute grounds for issuance of a Notice of Violation and assessment of a fine by the City Manager or their designee. Enforcement Actions under this Chapter include, but are not limited to, issuance of an administrative citation and assessment of a fine. In addition to the procedures in this Section 50.18.150, the City may enforce this Chapter consistent with the procedures in Baldwin Park Municipal Code. B. Other remedies allowed by law may be used for enforcement, including but not limited to civil action or prosecution as misdemeanor or infraction. The City may pursue civil actions in the California courts to seek recovery of unpaid administrative citations. The City may choose to delay court action until such time as sufficiently large number of violations or cumulative size of violations exist such that court action is a reasonable use of City staff and resources. C. Responsible Entity for Enforcement 1. Enforcement pursuant to this Chapter may be undertaken by the City Manager or their designee authorized and legally able to undertake such action. a. The City Manager or their designee will interpret this Chapter, determine the applicability of waivers, if violation(s) have occurred, implement Enforcement Actions, and determine if compliance stands are met. b. The City Enforcement Manage or their designee may issue Notice of Violations(s). D. Process for Enforcement The City Manager or their designee will monitor compliance with this Chapter randomly and through Compliance Reviews, Route Reviews, investigation of complaints, and an inspection program. Section 50.18.140 established City's right to conduct inspections and investigations. 2. City may issue an official notification to notify regulated entities of its obligations under the ordinance. 3. Contamination Prevention a. For incidences of Prohibited Container Contaminants found by City or its Designee in containers, City will issue a Notice of Violation to any Generator found have Prohibited Container Contaminants in a container. Prior to issuance of a Notice of Violation, City's Designee may provide an informal warning(s) or notice(s) of Prohibited Container Contaminants via cart tag. Thereafter, any Notice of Violation shall be provided by the City via mail within two (2) days after City determines a violation has occurred with respect to Prohibited Container Contaminants. If the City or its Designee observes Prohibited Container Contaminants in a Generator's Container on more than two (2) occasion(s) in any calendar year staring January 1, the City May assesses and administrative fine or penalty on the Generator in accordance the Section 50.18.150. b. In addition to 50.18.150(D)(3)(a), Designee may implement through Designee's service rate structure a Contamination service charge for customers committing incidents of Prohibited Container Contaminants. Designee shall provide such customers with written notice and/or cart tags, or such other procedures required under any contract, agreement, or similar contractual authorization between the City and its Designee, prior to levying any Contamination service charge. Designee shall inform City of each customer committing incidents of Prohibited Container Contaminants in a manner consistent with the agreement, or similar contractual authorization between the City and its Designee prior to issuing a Contaminating service charge. The foregoing Contamination service charge shall not be considered an administrative fine or penalty. Any disputes arising from the assessment of a Contamination service charge shall be adjudicated pursuant to the customer complaint resolution process provided under the terms of any contract, agreement, or similar contractual authorization between the City and its Designee assigned to Collect Discarded Materials. 4. Except for violations of Generator Contaminated Containers addressed under Section 50.18150(D)(3), City shall issue a Notice of Violation requiring compliance with sixty (6) days of issuance of the notice. 5. Absent compliance by the respondent within the deadline set forth in the Notice of Violation, City shall commence an Enforcement Action to impose penalties, via an administrative citation and fine. Notices shall be sent to "owner" at the official address of the owner maintained by the tax collector for the City or if no such address is available, to the owner at the address of the dwelling or Commercial property, or to the party responsible for paying for the Collection services, depending upon available information. E. Penalty Amounts for Types of Violations. Administrative fine levels shall be as stated in Section 15.01 of Baldwin Park Municipal Code, except that should the penalties levels in Section 15.01 either (i) fall below the minimum amounts stated in 14 CCR Section 18997.2, then the administrative fine level shall be that which is closest to a level stated in 14 CCR Section 18997.2. F. Compliance Deadline Extension Considerations. The City may extend the compliance deadlines set forth in a Notice of Violation issued in accordance with this Section 50.18.150 if it finds that there are extenuating circumstances beyond the control of the respondent that make compliance within the deadline impracticable, including the following: Acts of God such as earthquakes, wildfires, flooding, pandemics, and other emergencies or natural disasters. 2. Delays in obtaining discretionary permits or other government agency approvals, or. 3. Deficiencies in Organic Waste recycling infrastructure or Edible Food Recovery capacity and the City is under corrective action plan with CalRecycle pursuant to 14 CCR Section 18996.2 due to those deficiencies. G. Appeals Process. Persons receiving an administrative citation containing a penalty for an uncorrected violation may request a hearing to appeal the citation pursuant to the appeal procedure in Baldwin Park Municipal Code Section. H. Education Period for Non -Compliance, Beginning January 1, 2022, and through December 31, 2023, City will conduct inspections, Route Review or waste evaluations, and Compliance Reviews, depending upon the type of regulated entity, to determine compliance with this Chapter, and if City determines that a Generator, Self -Hauler, Contractor. Tier One Commercial Edible Food Generator, Food Recovery Organization Food Recovery Service, or other entity is not in compliance, it shall provide educational materials to the entity describing its obligations under this Chapter and a notice that compliances required by January 1, 2022, and that violations may be subject to administrative civil penalties starting on January 1, 2024. I. Civil Penalties for Non -Compliance. Beginning January 1, 2024, if the City determines that a Generator, Self -Hauler, Contract, Tier One or Tier Two Commercial Edible Food Generator, Food Recovery Organization, Food Recovery Service, or other entity is not compliance with this Chapter, it shall document the non-compliance or violation, issue a Notice of Violation, and take Enforcement Action pursuant to this Section, as needed. SECTION 2. The City Council HEREBY FINDS and DETERMINES that adoption of Ordinance XXXX is categorically exempt from environmental review under Section 15308 of the California Environmental Quality Act and the City of Baldwin Park environmental guidelines. SECTION 3. If any section, subsection, subdivision, sentence, clause, phrase, or portion of this Ordinance, is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council hereby declares that it would have adopted this Ordinance and each section, subsection, subdivision, sentence, clause, phrase, or portion thereof, irrespective of the fact that any one or more sections, subsections, subdivisions, sentences, clauses, phrases, or portions thereof be declared invalid or unconstitutional. SECTION 4. To the extent the provisions of the Baldwin Park Municipal Code as amended by this Ordinance are substantially the same as the provisions of that Code as they read immediately prior to the adoption of this Ordinance, then those provisions shall be construed as continuations of the earlier provisions and not as new enactments. SECTION 5. This ordinance shall be effective and be in full force and operation from and after thirty (30) days after its final reading and adoption. First read at a regular meeting of the City Council of the City of Baldwin Park held on the 2nd day of February, 2022, and adopted and ordered published at a regular meeting of said Council on the _day of _, 2022. PASSED AND APPROVED ON THE DAY OF 2022 ATTEST: STATE OF CALIFORNIA COUNTY OF LOS ANGELES CITY OF BALDWIN PARK ) ss: EMMANUEL J. ESTRADA, MAYOR 1, Marlen Garcia, City Clerk of the City of Baldwin Park, do hereby certify that the foregoing ordinance was regularly introduced and placed upon its first reading at a regular meeting of the City Council on , 2022. Thereafter, said Ordinance No.1468 was duly approved and adopted at a regular meeting of the City Council on , 2022 by the following vote: AYES: COUNCILMEMBER: NOES: COUNCILMEMBER: 21 I. [a] 11.1 : 10 1 111111�0191 110 11 kTA I : 1811.1:I 1-1c11.11 11.11 MARLEN GARCIA CITY CLERK