CITYOF FARMERSVILLE  Farmersville City Council Regular Meeting  Tina Hernandez, Mayor Danny Valdovinos, Mayor Pro Tem Gregorio Gomez, Council Member Paul Boyer, Council Member Armando Hinojosa, Council Member  Monday, January 8, 2024 6:00 PM Meeting held in Civic Center Council Chambers - 909W. Visalia Road Farmersville, California  Pending no technical difficulties, the City Council meeting will also be streamed  (for observation only) via Zoom and accessed as follows:  Please dial 1-669-900-6833 Meeting ID: 87636281813 Password: 784057  1. Call to Order: Roll Call: Invocation: Pledge of Allegiance: Public Comment:  2. 3. 4. 5.  Provides an opportunity for members of the public to address the City Council on items of interest to the public within the Council's jurisdiction and which are not already on the agenda this evening. It is the policy of the Council not to answer questions impromptu. Concerns or complaints will be referred to the City Manager's office. Speakers should limit their comments to not more than two (2) minutes. No more than twenty (20) total minutes willl be allowed for Public Comment. For items which are on the agenda this evening, members of the public will be provided an opportunity to address the council as each item is brought up for discussion. Comments are to be addressed to the Council as a body and not to any  individual Council Member. Presentations: Consent Agenda:  6. 7.  Under a CONSENT AGENDA category, a recommended course of action for each item is made. Any Council Member or Member of the Public may remove any item from the CONSENT AGENDA in order to discuss and/or change the recommended course of action, and the Council can approve the remainder of  the CONSENT AGENDA.  A. Authorization to waive full reading of ordinances and resolutions and  to identify by title only.  Recommend that the City Council approve the full reading of all ordinances and resolutions be waived and to identify by title only.    B. Minutes of Regular City Council Meeting of December 11, 2023.  Recommend approval of minutes.  Documents: Draft Action Minutes of December 11, 2023  C. Amended Event Funding Request for 2023 Reencuentro Purapecha Recommend that thé City Council amend the Event Funding Request in the amount of $1,300 to be made payable to The LEAP Institute.  Documents: Letter of Authorization  D. Direct City Manager to sign lease financing agreement by Resolution 2024-001, for the purchase of police vehicles per the adopted Police Recommend that the City Council approve Resolution 2024-001 directing the City Manager to sign the attached lease agreement for the ultimate purchase and delivery of three new police patrol vehicles for the City of Farmersville in alignment with the adopted Police Vehicle Purchase Plan.  Vehicle Purchase Plan  Documents: Resolution 2024-001  Proposed Lease Purchase Agreement  8.  General Business  A. Public Hearing: Consider adoption of an ordinance to regulate the  development of Accessory Dwelling Units (ADU's) and Junior Accessory Recommend that the City Council conduct a public hearing and vote to introduce Ordinance 523, an amendment to Title 17 (the Zoning Ordinance) of the Farmersville Municipal code to establish standards to regulate the development of Accessory Dwelling Units (ADU's) and Junior  Dwelling Units (JADU's)  Accessory Dwelling Units (JADU's). Documents: Ordinance 523  B. Public Hearing: The Kaweah Pointe residential development project pertaining to 37t acres of land on the north side of Visalia Road, westofthe Virginia Avenue alignment, proposing151 single family residential lots, 3.7t acres of parks/open space, 1.4-acres of land zoned for future multi-family residential development Recommend that the City Council conduct a public hearing and vote to approve the proposed residential subdivision by taking the following  actions:    1: Adopt Resolution No. 2024-02 adopting a Mitigated Negative Declaration 2. Adopt Resolution No. 2024-03 approving a General Plan land use 3. Introduce Ordinance No. 521 amending the existing zoning designations 4. Adopt Resolution No. 2024-04 approving Tentative Subdivision Map No.  as the environmental finding for the project amendment for the project site  for the site 2022-01.  Documents: Resolution 2024-02  Resolution 2024-03 Ordinance 521 Resolution 2024-04  C. Public Hearing: The Gardenia Courtyards multi-family residential and commercial project pertaining to 6.6t acres of land on the east side ofN. Farmersville Boulevard, north ofWalnut Avenue, proposing 82 multi-family residential units, and 2.7tacres of land zoned for future Recommend that the City Council conduct a public hearing and vote to approve the proposed project by taking the following actions: Adopt Resolution No. 2024-05, approving a Mitigated Negative Declaration as the environmental finding for the project. Adopt Resolution No. 2024-06, approving a General Plan Amendment Introduce Ordinance No. 522 approving a zone change for the site.  commercial development  for the site,  Documents: Resolution 2024-05  Resolution 2024-06 Ordinance 522  D. Crosswalk Improvement Study  Recommend that the City Council review and discuss the safety analysis and recommendations for the following four existing pedestrian crossings: 1) North crossing of Farmersville Boulevard at Costner Street, 2) East side crossing of Ash Street at Hester Avenue, 3) East side crossing of Ash Street. at Steven Avenue, and 4) Midblock crossing on Virginia Avenue at Farmersville Junior High School (between Front Street and Ash Street).  Documents: Crosswalk Improvement Study    E. Farmersville Safety Study  Recommend that the City Council review and discuss the intersection analysis and recommendations for the intersection of Farmersville Boulevard and Ash Street and the intersection of Petunia Street and  Ventura Avenue.  Documents: Farmersville Safety Study  F. Task Order with 4Creeks for Design and Engineering Services of Citrus Avenue & Road 168 Connectivity Project in the amount of Recommend that the City Council authorize the City Manager to sign the  $385,225.  Task Order in the amount of $385,225 with 4Creeks. Documents: 4Creeks Proposal & Task Order  9.  Council Reports  A. City Council Updates and Committee Reports  10. Staff Communications: 11. Future Agenda Items  1. Amend Ordinance - Temporary Outdoor Use Permits 2. Review of Cannabis Cultivation 3. Site Visits to Woodlake, Exeter, and Lindsay 4. Water Restrictions 5. Update City Ordinances related to Code Enforcement 6. Reopening Two-way Traffic on E. Citrus at Freedom Drive 7. Transit Services with Visalia Transit and TCRTA  12. Adjournment: NOTICE TO PUBLIC  The City of Farmersville Civic Center and City Council Chambers comply with the provisions of the Americans with Disabilities Act (ADA). Anyone needing special assistance please contact City Hall at (559) 747-0458 please allow at least six (6) hours prior to the meeting sO that staff may make Materials related to an item on this agenda submitted to the Council after distribution of the agenda packet are available for public inspection in the City's offices during normal business hours.  arrangements to accommodate you.  Drafted by: J. Gomez  Strong Roots...Growing Possibilities    CITY  FARMERSVILLE  Farmersville City Council Regular Meeting  Tina Hernandez, Mayor Danny Valdovinos, Mayor Pro Tem Gregorio Gomez, Council Member Paul Boyer, Council Member Armando Hinojosa, Council Member  Monday, December 11, 2023 6:00 PM Meeting held in Civic Center Council Chambers -909W. Visalia Road Farmersville, California  Pending no technical difficulties, the City Council meeting will also be streamed  (for observation only) via Zoom and accessed as follows:  Please dial 1-669-900-6833 Meeting ID: 84892972818 Password: 582609  1. Call to Order: 6:00 pm 2. Roll Call: Attendee Name Tina Hernandez Danny Valdovinos Greg Gomez Paul Boyer Armando Hinojosa  Title Mayor Mayor Pro Tem Council Member Council Member Council Member  Status present present present present present  Arrived 6:00 pm 6:00 pm 6:00 pm 6:00 pm 6:00 pm  3. 4. 5.  Invocation: Mayor Hernandez  Pledge of Allegiance: Mayor Pro Tem Valdovinos  Public Comment:  Provides an opportunity for members of the public to address the City Council on items of interest to the public within the Council's jurisdiction and which are not already on the agenda this evening. Itis the policy oft the Council not to answer questions impromptu. Concerns or complaints will be referred to the City Manager's office. Speakers should limit their comments to not more than two (2) minutes. No more than twenty (20) total minutes will be allowed for Public Comment. For items which are on the agenda this evening, members of the public will be provided an opportunity to address the council as each item is brought up for discussion. Comments are to be addressed to the Council as a body and not to any Karl Desrosiers at 745 W. Harold inquired about a new residential development Eagle  individual Council Member.  Meadows that is being proposed.    6.  Presentations:  A. Downtown Economic and Residential Infill Analysis - Michael Sigala Michael Sigala provided the Council with a presentation containing an analysis of Residential Mixed Use. Mr. Sigala reviewed housing demand, conducted a site analysis,  presented conceptual projects, and discussed financing options.  7.  Consent Agenda:  Under a CONSENT AGENDA category, a recommended course of action for each item is made. Any Council Member or Member oft the Public may remove any item from the CONSENT AGENDA in order to discuss and/or change the recommended course of action, and the Council can approve the remainder of  the CONSENT AGENDA.  A. Authorization to waive full reading of ordinances and resolutions and  to identify by title only.  Recommend that the City Council approve the full reading of all ordinances and resolutions be waived and to identify by title only. B. Minutes of Regular City Council Meeting of November 13, 2023  Recommend approval of minutes.  Documents: Draft Action Minutes of November 13, 2023  C. Finance Update for October 2023: Warrant Register and Investment  Summary  Recommend that the City Counci!:  1. Approve the Warrant Register as presented for the period. This reporting period represents warrants issued for the current Fiscal Year (2023/2024); 2. Accept the Investment Summary as presented for the period. This reporting period represents investment summary for the previous month.  and  Documents: October 2023 Warrant Register  Investment Summary October 2023  D. Appointment to the Governing Board of the San Joaquin Valley Air  Pollution Control District- Large City Representative  Recommend that the City Council adopt Resolution 2023-050 nominating Elizabeth Wynn for the Appointment to the Governing Board of the San Joaquin Valley Air Pollution Control District-Large City Representative.  Documents: Application of Elizabeth Wynn  Resolution 2023-050    Motion to approve as, presented.  RESULT MOVER AYES ABSENT ABSTAIN 8.  APPROVED (UNANIMOUS) Councilmember Gomez  SECONDER Councilmember Boyer  Hernandez, Valdovinos, Gomez, Boyer, Hinojosa  0  Councilmember Boyer Abstain from Self Help Warrants item 7-C  General Business  A. Interest in Small-lot Residential Development  Recommend that the City Council receive the information contained in this report regarding interest in small lot development and provide comments  and direction to staff.  City Planner Karl Schoettler, provided the Council with a PowerPoint presentation regarding interest in small lot development. Mr. Schoetlerreviewed the current minimum lot size, which is 6,000 square feet, and highlighted recent requests for lots ranging from 5,000 square feet down to 4,050 square feet. He also examined. R-1 lot size standards from other cities. Additionally, he addressed. small lot concerns, potential benefits, and discussed possible amenities, as well as the open spaces that would be Discussion took place with a consensus of allowing residential lots to be reduced to 5,000 sq. ft. ifsubmitted as a Planned Unit Development. The Council requested to. see examples of lots down to 4,000 sq. ft. to determine how to proceed on allowing lots less than 5,000 sq. ft. Staff will look at neighboring cities for instances of smaller lots.  required with smaller lots.  B. Adoption of Parks Use Policy and addition of use fees/deposits  amounts to the comprehensive fee schedule and policy by resolution Recommend that the City Council adopt the new Parks Use Policy and addition of use fees/deposits amounts to the comprehensive fee schedule  2023-049  by Resolution 2023-049.  Documents: Policy with Fee Schedule  Resolution 2023-049  City Manager Jennifer Gomez provided the Council with background information regarding the new Parks Use Policy. She covered aspects such as reservations,    deposits, and the City webpage that facilitates the reservation process. Additionally, she Councilmember Hinojosa raised. several concerns related to park reservations. Firstly, there is the question about the $50 deposit. Additionally, he asked about conflicts over park reservations, and who would handle these issues. Mr. Hinojosa requested that signs be installed at the parks informing residents that reservations need to be made. Furthermore, Councilmember Hinojosa expressed an interest in exploring the possibility ofin-person reservations, recognizing that not everyone may have convenient access to Councilmember Boyer requested that information regarding park reservations be Councilmember Gomez inquired about the option for in-person reservations for residents. Mr. Gomez also asked if there was a backup employee available to assist with deposit returns. The Director of Finance and Administration, Steve Huntley, informed the Council that, due to staffing constraints, only one employee will be trained Mayor Hemandez inquired about the possibility of including the timing for the deposit return on the website. She also inquired whether Public Works could inspect the parks before reserved residents arrive. Mr. Huntley informed the Council that Administration is committed to returning the deposit to residents as promptly as possible, considering  addressed questions and concerns raised by the Council.  online platforms.  included with the utility bills.  in park reservations.  staffing constraints. Motion to approve as presented.  RESULT MOVER AYES ABSENT ABSTAIN  APPROVED (UNANIMOUS) Councilmember Boyer  SEÇONDER Councilmember Gomez  Hernandez, Valdovinos, Gomez, Boyer  0 Hinojosa  C. City Council Committee Appointments  Récommend that the City Council consider nominations or expressions of interest for positions as Farmersville's representatives to various organizations locally, regionaly and Statewide, and appoint  representatives to said committees.  City Manager Jennifer Gomez reviewed the current members of the City Council and The only change is the Homelessness Task Force Mayor Tina Hernandez will be the  asked if any changes needed to be made.  Rep. and the alternate will be Mayor Pro Tem Valdovinos.    Tulare County Association of Governments (TCAG):  Rep: Council Member Boyer Alternate: Mayor Hernandez Rep: Mayor Hernandez Alternate: Council Member Gomez Delta Vector Control Board (Mosquito Abatement): Rep: Council Member Gomez City Home Loan Approval Committee:  Council of Cities:  Rep: Council Member Hernandez and Council Member Valdovinos San Joaquin Valley Air Pollution Control District- Special City Selection  Committee  Rep: Council Member Gomez Alternate: Mayor Hernandez  Kaweah Integrated Regional Water Management Group:  Rep: Council Member Boyer Alternate: Mayor Hernandez  Rural Communities Committee of the Greater Kaweah Ground Water  Sustainability Agency:  Rep: Council Member Boyer Alternate: Mayor Hernandez Homelessness Task Force  Rep: Council Member Hinojosa (term ends 01/01/25) Alternate: Council Member Valdovinos (term ends 01/01/25) Rep: Council Member Gomez and Council Member Valdovinos  Event Funding Committee  Tulare County Economic Development Corporation (EDC)  Rep: Council Member Boyer Alternate: Mayor Hernandez Tulare County Regional Transit Agency (TCRTA) Rep: Council Member Gomez Alternate: Council Member Hinojosa  Motion to approve.    RESULT MOVER AYES ABSENT ABSTAIN  APPROVED (UNANIMOUS) Councilmember Boyer  SECONDER Councilmember Gomez  Hernandez, Valdovinos, Gomez, Boyer, Hinojosa  0 0  D. Award of Contract for the Farmersville 198 Gateway Project to  Romanazzi General Engineering in the amount of $2,600,101.50, and approve a construction contingency of $260,000 (10%) for changes during construction to be administered by the City Manager Recommend that the City Council award a contract for the Farmersville 198 Gateway Project to the lowest bidder, Romanazzi General Engineering in the amount of $2,600,101.50, and approve a construction contingency of $260,000 (10%) for changes during construction to be  administered by the City Manager.  Documents: Bid Opening Results & Recommendation  Draft Contract Rendering ofProject  City ManagerJennifer Gomez provided an overview of the Farmersville 198 Gateway Project, emphasizing that its funding is sourced from the Clean California Grant. Ms. Gomez updated the. Council, mentioning that the project had initially gone. out to bid but required a rebid due to errors. In the subsequent rebid process, fivé bids were received, and Romanazzi General Engineering emerged as the lowest bidder. The evaluation by QKC confirmed that Romanazzi General Engineering's. bid was both complete and Councimember Boyer inquired about the engineering costs. City Manager Gomez informed the Council that the Engineering costs will be $3.1 million. Councimember Hinojosa asked what the total value of the grant was. Ms. Gomez  responsive.  informed him that it was a 4-milion-dollar grant. Motion to approve as presented. APPROVED (UNANIMOUS) Councilmember Boyer  RESULT MOVER AYES ABSENT ABSTAIN  SECONDER Mayor Pro Tem Valdovinos  Hernandez, Valdovinos, Gomez, Boyer, Hinojosa  0 0    E. Establish, Fund, and Maintain a Sewer Rate Stabilization fund by  Resolution 2023-051  Recommend that the City Council establish, fund, and maintain a Sewer  Rate Stabilization Fund (RSF) by Resolution 2023-051.  Documents: Resolution 2023-051  Director of Finance and. Administration Steve Huntley updated the Council on the ongoing utility rate. study for both water and wastewater funds, conducted in collaboration with consultants from Willdan. Mr. Huntley detailed the requirements and fiscal impact associated with maintaining the essential funding levels in the Sewer Rate Stabilization Fund. The overarching goal is to ensure the City's compliance on a yearly  basis.  Motion to approve as presented.  RESULT MOVER AYES ABSENT ABSTAIN 9.  APPROVED (UNANIMOUS) Councilmember Gomez  SECONDER Councilmember Boyer  Hernandez, Valdovinos, Gomez, Boyer, Hinojosa  0 0  Council Reports  A. City Council Updates and Committee Reports  Councimember Hinojosa thanked Public Works for cleaning the Museum for the Christmas Tree lighting. He also expressed concerns regarding the Museum benches and inquired about the possibility of cleaning them or potentially replacing them. Additionally, he suggested trimming the bushes behind the Museum to deter homeless individuals from sleeping there. Furthermore, he informed the Council about a small fire behind the Community Center and inquired about the type of insurance the City has in case a fire damages a City building. Mr. Hinojosa àsked how much money the City has saved with Public Works handling all the concrete work at Roy's Park. He also inquired Councilmember Boyer would like a schedule for Roy's Park construction timeline. He Councimember Gomez informed the Council that he attended the Tulare Regional Transit Authority meeting. The new director has been working on finding a building sO that the TCRTA has its own office. Additionally, he thanked Public Safety for the way  about the horseshoe pits at Roy's Park.  also thanked City Staff for helping with the Christmas Tree Lighting.  they handled the incident at Freedom School.    Mayor Pro Tem Valdovinos thanked City staff for their donations to the upcoming Toy Drive. He also inquired about the timeline for installing the new bleachers at Veterans Park. Public Works Supervisor Justin Baker informed the Council that the new  bleachers will be installed the first part of the new year..  10. Staff Communications:  City Manager. Jennifer Gomez reviewed a handout that she distributed to each Councilmember regarding the Economic Summit, and she would appreciate Councilmembers RSVPing as soon as possible. Additionally, she conveyed that the last Council meeting for December has been canceled due to the holiday. Battalion Chief Thomas updated the Council on Code Enforcement activities, noting a reduction in citation frequency as residents have largely achieved compliance and promptly addressed issues upon receiving violation notifications. Chief Thomas also reported that the incident at Freedom School is still under investigation, sharing that 44 children were affected, with 36 requiring transportations for medical attention. Police Chief Brock provided the Council with an update on the Freedom School incident, stating that gas lines were inspected, and Environmental Health conducted an  investigation at the school. 11. Future Agenda Items  1. Amend Ordinance - Temporary Outdoor Use Permits 2. Review of Cannabis Cultivation 3. Site Visits to Woodlake, Exeter, and Lindsay 4. Water Restrictions 5. Update City Ordinances related to Code Enforcement 6.. Reopening Two-way Traffic on E. Citrus at Freedom Drive 7. Transit Services with Visalia Transit and TCRTA  12. Adjourn to Closed Session:  Mayor Hernandez adjourned to closed session at 7:56pm.  A. CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION  Pursuant to Government Code Section 54956.9(d)(1) Kern County. Superior Court Case No. BCV-22-102417  Name of Case: Quad Knopf, Inc. et al. V. Atkins North America, Inc., et al.,  13. Reconvene to Open Session:  Mayor Hernadez reconvened to open session at 8:42pm. with nothing to report.  14. Closed Session Report (if any):    15. Adjournment:  Mayor Hernandez adjourned the meeting at 8:42pm.  Respectulysubmted,  Rochelle Giovani, City Clerk  Strong Roots...Growing Possibilities    CITYOF  FARMERSVILLE  City Council  Staff Report 7C  TO: FROM: DATE:  Honorable Mayor and City Council Jennifer Gomez, City Manager January 8, 2024  SUBJECT: Amended Event Funding Request for 2023 Reencuentro Purapecha  RECOMMENDED ACTION:  Iti is recommended that the City Council amend the Event Funding Request in the amount of  $1,300 to be made payable to The LEAP Institute. BACKGROUND and DISCUSSION:  Ar request in February 2023 had been approved by the City Council to provide $1,300 in funding for the October Reencuentro Purepecha annual event. However, due to changes in which organization was going to host the event, the check was unable to be cashed by the original applicant, Jose Juan Alvarez. Mr. Alvarez has now asked that the check be made payable to The LEAP Institute which assisted him with the event that took place on October 14, 2023.  FISCAL IMPACT: fiscal year. ATTACHMENTIS): Letter of Authorization  Approving this request will leave a balance of $8,390 in the Special Event Budget in the current    Lettero of Authorization Farmersville California December 8, 2023  To whom it may concern:  First of all, Isend youà cordial and fraternal greeting.  lam writing to you to authorize the change of recipient of the financial aid that was granted. to me by  the City of Farmersvillé California to hold the Cultural event called: Purepecha 2023 reunion that took place on October 14. account in this name, the check could not be cashed.  Originally a check for 1,300 (one thousand three hundred dollars) was sent as financial support for the holding of this event. This check was made out to Proyecto Purepecha, but due to not having al bank For this reason, l'authorize the check to be made payable to: The LEAP Institute, which is the main  organization.  Ihope this request is answered and thank you very much for your attention.  SINCERELY: Jose. Juan Alvarez  Phone: (559)679-0060 Email: aMarezjpuan@yaho.om    CARTAI DE AUTORIZACION  Farmersville California a 8 de diciembre de 2023  AQUIEN CORRESPONDA:  Antes que nada, le mando un cordial y fraternal saludo.  Me dirijo a usted, para autorizar el cambio de destinatario de la ayuda economica que me fue otorgada por la Ciudad de Farmersville California para realizar el evento Cultural denominado: Originalmente se me mando un cheque de 1,,300 (mil trescientos dôlares) como un apoyo economico para la realizacion de este evento..Este cheque se hizo a nombre de Proyecto Purépecha, pero por no tener una cuenta bancaria a este nombre, el cheque no se pudo Por esta razôn autorizo que el cheque se haga a nombre de: The LEAP Institute, que es la  Reencuentro Purépecha 2023 que se realizo el dia 14 de octubre.  cambiar.  organizacion principal.  Espero se atienda esta peticiôn y por su atencion muchas gracias.  ATENTAMENTE: José Juan Alvarez  osJoa Alvracz  Tel: (559)679-0060  Correo electronico: Marezluan@yano.com    CITYOF  FARMERSVILLE  City Council  Staff Report 7D  TO: FROM: DATE:  Honorable Mayor and City Council Steve Huntley, CPFO, IPMA-SCP Director of Finance & Administration  January 8, 2024  SUBJECT: Direct City Manager to sign lease financing agreement by Resolution 2024-001,  for the purchase of police vehicles per the adopted Police Vehicle Purchase Plan.  RECOMMENDED ACTION:  Itis respectfully recommended that the City Council approve Resolution 2024-001 directing the City Manager to sign the attached lease agreement for the ultimate purchase and delivery of three new police patrol vehicles for the City of Farmersville in alignment with the adopted Police  Vehicle Purchase Plan.  BACKGROUND and DISCUSSION:  This purchase and financing through the lease agreement, is already budgeted for Fiscal Year 2024 (via Resolution 2023-017 dated June 12, 2023 adopting a budget for FY 2024 containing a five-year Capital Improvement Plan). The Council will recall that the original Police Vehicle Purchase Plan approved on December 8, 2014 allowed for a purchase of three new patrol The proposed lease is with our close partners at Citizen Business Bank and Municipal Finance Corporation for which the City has executed several leases with now and have been easy to manage and affordable compared to other options in the market. City staff recommends that we continue with our existing relationship and process as it has saved the City thousands of dollars  vehicles every other year - this is the continuation of that plan.  and managed important General Fund cashflows effectively.    FISCAL IMPACT:  The total cost of the vehicles includes extended warranties and all new equipment and up-fitting needed to make these vehicles service ready immediately upon delivery. One vehicle will be The lease agreement is for a term of three years and at an interest rate of 5.95%. The principal amount of the loan is $208,200.94 and will incur a cost of $20,675.06 in interest over the life of the loan. Payments will be processed each quarter ($19,073.00 per quarter). This low-cost option is a direct result of our existing relationship with Municipal Finance Corporation and This rate is competitive with other current government financing for similar situations revealed through industry research by finance staff. This agreement would also help the City to maintain a higher level of cash reserves currently needed for other large projects and ongoing operations. This continues to be a historic time to finance vehicles due to the current extended However, the agreement allows for a purchase option at any time, given that the City in good standing with the! lease payments, as displayed in Exhibit B of the lease agreement. Should this option be'executed, ibcould dramatically increase the cost to the City in that period but ultimately save some interest expense overall. At this time, staff intend to follow the lease payment schedule to the end as part of our-strategy to spread cost over multiple years. These ongoing and regular expenses are both anticipated in the Police Vehicle Purchase Plan and will The amount of maintenance and repair costs saved by making these purchases earlier is unknown. However, expense related to fleet maintenance and significant repair costs have been dramatically reduced by prior Police Vehicle Purchase Plan purchases. There are other various small expenditures and revenues associated with this purchase,  specially outfitted. for a K-9 officer.  taking. advantage of State contract pricing for public safety vehicles.  low interest rate environment.  be budgeted accordingly in future years.  namely:  1. Cost of insurance as a high-value vehicle through the CSJVRMA. This is estimated at a few hundred dollars per year for all three vehicles but provides for up to a complete 2. Potential revenue from sale of retiring vehicles to be replaced. The exact vehicles being replaced are unknown at this time and their value and sale price may depend upon their  replacement cost of a new vehicle as needed.  current condition, and other variable factors at the time of sale.  None of these additional costs or revenues are anticipated to be large enough change the existing budget within the Police Department (and may partially. or completely offset) but are  mentioned as part of a complete analysis of the purchases.  ATTACHMENTIS): 2  1) Resolution 2024-001 AUTHORIZING THE EXECUTION AND DELIVERY OFA LEASE AGREEMENT, AND AUTHORIZING CERTAIN. ACTIONS IN CONNECTION 2) Proposed Lease Purchase agreement prepared by Municipal Finance Corporation  THEREWITH    RESOLUTION NO. 2024-001  AUTHORIZING THE EXECUTION AND DELIVERY OF Al LEASE AGREEMENT, AND AUTHORIZING CERTAIN ACTIONS IN CONNECTION? THEREWITH WHEREAS, the City ofFarmersville (the "City")i is a municipal corporation organized and existing WHEREAS, the City desires toj provide for financing in the approximate amount of$210,000.00: for WHEREAS, Municipal Finance Corporation (the' C-aaw three WHEREAS, in accordance with California Government Code Section 5852.1, the City Council has NOW, THEREFORE, it is resolyed by the City Council ofthe City of Farmersville as follows: SECTION 1. Lease Agreement. The City Manager, Finance Director or a designee (each, an "Authorized Officer") is hereby authorized to enter into a Lease Agreement (the "Lease") with the Corporation to finance the Property, subject to approval as to form by the City Attorney.  under and pursuant to the laws of the State of California; and the acquisition of police vehicles (the "Property"); and  year lease purchase financing arrangement at a 5.95% interest rate; obtained and disclosed in the information set forth in Exhibit A hereto;  SECTION2. Attestations. The City Clerk or other appropriate City officeri is hereby authorized and directed to attest the signature of the Authorized Officer as may be required or appropriate in connection  with the execution and delivery oft the Lease.  SECTION 3. Other Actions. The Authorized Officer and other officers of the City are each hereby authorized and directed,jointly and severally, to take any and all actions and to execute and deliver any and all agreements, documents and certificates which they may deem necessary or advisable in order to carry out, give effect to and comply with the terms ofthis Resolution. Such actions are hereby ratified, confirmed  and approved.  SECTION 4. Oualified Tax-Exempt Obligations. The Lease is hereby designated as "qualified tax- exempt obligations" within the meaning of Section 265(b)(3) of the Internal Revenue Code of 1986, as amended (the "Code"). The City, together with all subordinate entities oft the City, do not reasonably expect toi issue during the calendar year in which the Lease is issued more than $10,000,000 ofo obligations which itcould designate as "qualified tax-exempt obligations" under Section 265(b) of the Code.  SECTION 5. Effect. This Resolution shall take effect immediately upon its passage.    PASSED AND. ADOPTED this 8th day of. January, 2024, by the following vote:  AYES: NOES: ABSTENTIONS: ABSENT: Approved: Attest:  Mayor City Clerk    EXHIBIT. A  GOVERNMENT CODE SECTION 5852.1 DISCLOSURE  The following information consists of estimates that have been provided by the Corporation, which have  been provided to the City in good faith:  (A) True interest cost oft the Lease: 5.95%  (B) Finance charge of the Lease (sum of all costs ofissuance and fees/charges paid to third (C) Net proceeds to be received (net of finance charges, reserves and capitalized interest, if  parties): $3,000.00 any): $205,200.94  (D) Total payment amount through maturity: $228,876.00    PREPARED BY MUNICIPAL FINANCE CORPORATION PROPOSED LEASE PURCHASE FOR: City of Farmersville NOTE: TERMS ARE BASED UPON LEASE BEING BANK QUALIFIED  DATE: January 3, 2024  RE: Police Vehicles  Purchase Option amount 'is exclusive of the rental payment due on same date. Interest rate quote is valid for an acceptance within 10 days and lease  funding within 60 days. Documentation Fee: $3,000 Payments: Quarterly in arrears  3 Years To Principal $15,976.01 16,213.65 16,454.83 16,699.60 16,948.00 17,200.11 17,455.96 17,715.61 17,979.13 18,246.57 18,517.99 18,793.48  5.95% To Interest 3,096.99 2,859.35 2,618.17 2,373.40 2,125.00 1,872.89 1,617.04 1,357.39 1,093.87 826.43 555.01 279.52  PMT # 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS:  Due Date  Rent Payment $19,073.00 19,073.00 19,073.00 19,073.00 19,073.00 19,073.00 19,073.00 19,073.00 19,073.00 19,073.00 19,073.00 19,073.00 $228,876.00  Purchase Option  108,708.74 91,252.78 73,537.17 55,558.04 37,311.47 18,793.48 0.00  $208,200.94 $20,675.06  Approved and agreed to: City of Farmersville  By: Title: Date:    CITYOF  FARMERSVILLE,  City Council  Staff Report 8A  TO: FROM: DATE: RE:  Honorable Mayor and City Council Karl Schoettler, City Planner January 8, 2024  Public hearing to consider adoption of an ordinance to regulate the development of Accessory Dwelling Units (ADU's) and Junior Accessory Dwelling Units (JADU's)  RECOMMENDED ACTION:  Itisr respectfully recommended that the City Council conduct a public hearing and vote to introduce Ordinance 523, an amendment to Title 17 (the Zoning Ordinance) oft the Farmersville Municipal code to establish standards to regulate the development of Accessory Dwelling Units  (ADU's) and Junior Accessory Dwelling Units (JADU's).  ANALYSIS:  The action is an update of the Farmersville Zoning Ordinance to incorporate State-mandated requirements that allow the construction of Accessory Dwelling Units (ADU's) and Junior Accessory Dwelling Units (JADU's) on appropnately-zoned lots in Farmersville. ADU's and JADU's are additional dwellings that cities are required to permit on residentially- zoned lots (including single family residential, multi-family residential, and planned unit Farmersville currently has a "Granny Flat" ordinance that was adopted many years agoas a second unit ordinance specifically for those aged 65 years and older. However, the recent State laws require cities to expand reglations to allow for the development of affordable housing to all citizens of its community, regardless of age. This report provides an overview of these  development lots).  requirements and how they are incorporated into the City's code.  Purpose  The purpose of the State's Accessory Dwelling Unit laws is to promote the development of affordable housing. California has some of the least affordable housing in the nation (though that is an issue moreso along the coast and major cities (Los Angeles, San Francisco, San Diego,    etc.)). Accessory Dwelling Units are an opportunity for the creation of affordable housing,, for  several reasons, including:  Small size of the unit, reducing construction costs;  The land is already purchased; Utilities are already present; Covered parking is not required  Depending on the size of the building, ADU's typically have al bedroom, bathroom, small kitchen, sitting room, etc. ADU's can be either attached (or part of) the primary dwelling, or a detached,  free-standing structure. JADU's  Ina addition, State law has created an additional type of unit called a Junior Accessory Dwelling Unit (JADU). This type of unit is carved out of the footprint of an existing single-family home and can be no larger than 500 square feet. Of note, the garage of an existing home can be converted tol become a JADU. AJADU may include separate sanitation facilities or may share sanitation facilities with the existing structure. Additionally, a JADU must include exterior access separate from the main entrance to the proposed or existing primary dwelling or other structure.  Overview of Proposed Ordinance  The following is a narrative of key points of the ordinance.  Pages 1-2 of the proposed ordinance provide procedural language for adoption of the ordinance Beginning on page 3, the ordinance begins to establish the actual development standards for ADU's and JADU's, including zones permitted, number of units allowed; setbacks, building height, unit size, parking, appearance, occupancy, access, utilities, fees and exceptions.  and relate the ordinance to State ADU law and the State's housing goals.  Key sections and requirements include:  Definitions of terms utilized in the ordinance are provided on pages 4-6.  Page 7 (item D) establishes that ADU's and JADU's are permitted in all residential zones (single family residential, multi-family residential, and planned development zone districts). Page 8 (item E.1.) establishes that each lot zoned for single family residential development is eligible for up to one ADU and one JADU. Each lot zoned for multi-family residential development is eligible for a number of ADU's up to 25% of the number of multi-family units that can be developed on the subject lot. As an example, a multi-family lot eligible for 20 multi-family Page 8-9 (Item 4) establishes that ADU's and JADU's are subject to the setback requirements of the subject zone, except that a detached ADU in a rear yard may come within 4 feet of a rear or Page 10 (Item #5) establishes maximum (and minimum) sizes for detached and attached ADU's  units could potentially. have up to 5ADU's.  side yard setback.  and also for. JADU's, as follows:  2    For detached ADU's the maximum size ranges from 800 to 1,200 square feet and depends For an attached ADU the maximum size can be up to 50% of the floor area of the primary  on the number of bedrooms proposed in the unit. dwelling, not to exceed 800 square feet. Fora. JADU, the maximum size is 500 square feet.  Pages 10 and 11 (Sections 7 and 8) states that ADU's may be up to 16 feet high under any circirmstance. Additionally, ADU's may be allowed up to 18 feet in height if the proposed. ADUis within % mile of public transit or if the property already has multi family units on it up to 18 feet in height. ADU's may be up to two stories (up to 25 feet high), if they are attached to a primary Page 11 (Item 8.c.) pertains to architectural appearance of an ADU or JADU and stipulates that an ADU and JADU must use similar materials, colors, windows, and roof pitch as the primary dwelling. The goal is to ensure that ADU's maintain the character of the site and the Page 12 (Item 9) explains the requirements for JADU building standards, which include that JADU's must have a separate entrance from the primary dwelling, and that JADU's must have an Page 15 (item F) Connection, Impact and Other Fees: Among other items, this section establishes that the City can impose impact fees only on ADU's that are larger than 750 square feet and the. fees must be proportionate to those collected for a primary dwelling. Impact fees are collected for the improvement of city utility systems and facilities, including water, sewer, storm Page 14 (Item G). Occupancy: For ADU's, changes in State law now prohibits the City from requiring the owner of the property to live on the site. However, for a JADU, the owner must live Page 14 (Item H) Parking: This section states that: one parking space must be provided on the site for an ADU. This can be provided on an existing driveway ini tandem with other existing parking spaces. State law does not allow the City to require any parking spaces for a JADU. Pages 16-18: This section lists uses that are permitted in Farmersville's residential zones and is amended to add Accessory Dwelling Units and Junior Accessory Dwelling units as permitted in the R-1, RM and U-R zones. The table is also amended to delete the use "Second Detached  dwelling with the same height.  neighborhood.  efficiency kitchen included in the design.  drain, streets, police and fire, parks, transportion and general administration.  int the primary dwelling on the lot.  Residential Unit" (which no longer complies with State law). Planning Commission Recommendation  The Planning Commission conducted a public hearing to consider the ordinance on November 15, 2023. Prior to that, staff conducted: an informational presentation on the ordinance with the Planning Commission in October. Following discussion, the Commission voted unanimously to  recommend the City Council adopt the Ordinance.  COORDINATION & REVIEW:  The proposed ordinance has been reviewed with the City's legal counsel.  3    CONSISTENCY WITH ADOPTED GOALS, PLANS, AND PROGRAMS: The proposed ordinance is consistent with State laws and and policies regarding the development of affordable housing and also the City's Housing Element of the General Plan.  FISCAL IMPACT:  State law requires cities to waive impact fees for any ADU under 750 square feet in size. ADU's that are larger than 750 square feet can be assessed impact fees, proportionate to fees that are  normally collected for a primary dwelling.  CONCLUSION:  As mentioned previously, the ADU.ordinance is required by State law to promote the development of this form ofl housing as an affordable source of housing for existing and future residents of Farmersville. It should be noted that these standards will be included in the comprehensive Zoning Ordinance update currently under preparation.  Attachments: Ordinance 523  4    ORDINANCE NO. 523  AN ORDINANCE. OF THE CITY OF FARMERSVILLE AMENDING SUBSECTION 17.24 (R-1 SINGLE FAMILY RESIDENTIAL ZONE) AND SUBSECTION 17.40 (RESIDENTIAL LAND USE TABLE) OFTHE FARMERSVILLE MUNICIPAL CODE, RELATING TO ACCESSORY DWELLING UNITS.  WHEREAS, State law requires cities to permit Accessory Dwelling Units (ADUS) in residential zones, with the purpose being to increase the supply ofaffordable housing units for  residents oft the City of Farmersville, and  WHEREAS, Government Code Section 65852.2 (a) allows local agencies to establish ordinances to ensure that Accessory Dwelling Units and. Junior Accessory Dwelling Units (JADUS) can be established in a manner that protects the stability, property values, and character of single family residential neighborhoods but that are not sO arbitrary, excessive, or burdensome so as to unreasonably restrict the ability of homeowners to create second units in residential  zones where they are permitted, and  NOWT THEREFORE, the City Council of the City of Farmersville does ordain as follows: Section 1. The City Council of the City of Farmersville hereby amends Title 17 oft the Farmersville Municipal Code by amending the text of Chapter 17.24, and Chapter 17.40, to add "Accessory Dwelling Units" as a permitted use in specified zones, subject to development  standards specified in this ordinance; and  Section 2. The City Council of the City of Farmersville has determined that the proposed Section 3. All ordinances and parts thereof of the City ofF Farmersville Municipal Code in Section 4. This ordinance shall take effect (30) days after adoption. Prior to the expiration of fifteen (15) days from the passage hereof, this Ordinance shall be published once in a local paper of general circulation and delivéred within Farmersville, together with the names of the members of the City Council voting for and againstthe matter.  amendment to the Municipal Code is consistent with the General Plan; and  conflict herewith are hereby repealed; and  Section 5. Pursuant to Ca. Gov't Code section 65852.2(h)(1), within 60 days of this passage, this Resolution shall be submitted to the Department of Housing and Community Development ("HCD"). Any comments or concerns from HCD shall be considered pursuant to  this Ca. Gov't Code section 65852.2(h).  Section 6. Each of the provisions oft this Ordinance is severable from all other provisions. Ifany article, section, subsection, paragraph, sentence, clause, or phrase of this Ordinance is for  1    Farmersville City Council  Ordinance No. 523: ADU Ordinance  any reason held by a court of competent jurisdiction to be invalid, such decision shall not affect  the validity oft the remaining portions of this Ordinance.  Section 7.The City Council of the City of Farmersville hereby codifies the amendments made to Chapter 17.24, and Chapter 17.40, of Title 17oft the Municipal Code. Text additions are  shown in Exhibit A.  EXHIBIT"A"  Section 8. Subsection17.24.060 (Granny Flats) is deleted ini its entirety and replaced with the 17.24.060 Accessory Dwelling Units (ADUS) and Junior Accessory Dwelling Units (JADU's) Purpose and Intent. This: section is intended to meet the requirements of State law in providing for accessory dwelling units ("ADUS") and junior accessory dwelling units ("JADUS"). 1. This Section is intended to comply with California Government Code sections 65852.2 and 65852.22, as either may be amended from time to time. The standards established by this Section shall be interpreted and applied consistent with the language set forth in Government Code: sections 65852.2 and 65852.22. Further, to the extent that this Ordinance does not specifically address various requirements of the Government Code, the requirements  following:  A.  oft the Government Code shall apply.  2. iti is located. 3. 4.  An ADU or. JADU that complies with this Section shall be çonsidered an accessory  use or an accessory building that does not exceed the allowable density for the lot upon which  An ADU or JADU that çomplies with this Section shall be considered a residential An ADU or. JADU that complies with this Section shall not be considered in the *  use that is consistent with the existing General Plan and zoning for the lot.  application of any other local ordinance, policy, or program to limit residential growth.  5. ADUS and. JADUS shall be counted for purposes ofi identifying adequate sites for Definitions. The following definitions apply to the operation of this Section. To the extent these definitions conflict with definitions found elsewhere ini this title, the definitions set  housing int the City's Housing Element.  B.  forthi int this Section shall control.  1.  "Accessory dwelling unit" or "ADU" means an attached or a detached residential  dwelling unit that provides completeindependent living facilities for one or more persons and isl located on al lot with a proposed or existing primary residence. An ADU must include  2    Farmersville City Council  Ordinance No. 523: ADU Ordinance  permanent provisions for living, sleeping, eating, cooking, and sanitation on the same parcel that the single-family orr multi-family dwelling is situated. An ADU may be an efficiency unit ora  manufactured home. 2. standards: a.  "Efficiency unit" has the same meaning as defined in the California Building  Code, California Code of Regulations, Title 24, Section 1207.4, which meets the following  The unit has a single living room of not less than 220 square feet of floor area fori two (2) or fewer occupants and an additional 100 square feet of floor area  for each additional occupant of the unit.  b. C.  The unit has a separate closet.  The unit has al kitchen sink, cooking appliance and refrigeration facilities, each having a clear working space ofnot less than 30 inches in front, and lighting and ventilation conforming to the California Building Standards Code.  d. bathtub, or shower. 3.  The unit has a separate bathroom containing a water closêt, lavatory, and "Floor area" or "total floor area" means the entire ground-level square footage  ofthe structure, including the living area, as defined, and any non-habitable area within the  structure, such as a garage or storage space.  4.  "Impact fee" has the same meaning as the term "fee" as defined in Government  Code Section 66000(b), except that it also includes fees specified in Government Code Section 66477. "Impact fee" does not include any connection fee or capacity charge.  5.  "Junior accessory dwelling unit" or "JADU" means a dwelling unit that is no more  than 500 square feet in size and contained entirely within the walls of an existing single-family residence, or other approved structure as specified in Government Code Section 65852.2(e).A  JADU must include the following features: primary dwelling or other structure.  a. 'b. the JADU. C.  Exterior access separate from the main entrance to the proposed or existing An efficiency kitchen, which includes a cooking facility with a sink and a food  preparation counterand: storage cabinets that are of reasonable size in relation to the size of  JADU may include separate sanitation facilities or may share sanitation facilities  with the existing structure.  3    Farmersville City Council  Ordinance No. 523: ADU Ordinance  6. 7.  "Living area" means. the interior habitable area of a dwelling unit, including Mult-generational dwelling unit" means a dwelling unit, that does not includea a  basements and attics, but does noti include a garage or any accessory: structure.  kitchen, contained entirely within the walls of an existing single-family residence where access  isnot restricted between areas of the residence.  8.  "Nonconforming zoning condition" means a physical improvement on a property  that does not conform with current zoning standards but was a'l lawful improvement that did  conform to the zoning standards in place at the time oft the improvement. extends from a street to one entrance of the accessory dwelling unit.  9.  "Passageway" means a pathway that is unobstructed cleari to the sky and  10. "Permanent provisions for cooking" has the same meaning as' "kitchen". 11. "Permanent provisions for sanitation" and "sanitation facilities" means a separate bathroom containing a water. closet, lavatory, and bathtub or shower.  12. "Proposed dwelling" means a dwelling that is the subject of a permit application 13. Publictransit" means a location, including, but not limited to, a bus stop or train station, where the public may access buses, trains, subways, andother forms oftransportation  and that meets the requirements for permitting.  that charge set fares, run on fixed routes, and are available to the public. driveway or in any other location on a lot, lined up behind one another.  14. "Tandem parking" means that two (2) or more automobiles are parked ona Applications. ADUS and JADUS shall conform to the following submittal requirements. 1. Ascaled plot plan oft the subject parcel on which the ADU or. JADU will be located shall be provided. The plot plan shall indicate the location and separation distances between all existing and proposed structures, as well as setbacks from property lines. To the extent not included above, the plot plan shall also provide dimensions of all easements, right-of-wayls),  C.  building envelopes, fencing, parking, and paved areas.  2.  Complete floor plans ofb both existing and proposed conditions shall be provided.  Each room shall be dimensioned and resulting floor area calculation included. The. use ofe each room shall be labeled. The size and location of all doors, closets, walls, and cooking facilities  shall be clearly depicted.  3.  Provide elevations that show all proposed and existing exterior structure  dimensions, all architectural projections, and all openings for both the existing residence and  4    Farmersville City Council  Ordinance No. 523: ADU Ordinance  the proposed secondary dwelling unit. The secondary dwelling unit shall meet the following  design standards:  a.  As secondary dwelling unit shall have a roof pitch and roof overhang equal b. The address and mailbox for the second dwelling unit shall be located  to the roof pitch and roof overhang oft the primary residence.  near the publicright-of-way.  D.  Designated Areas. ADUS and JADUS may be permitted on a lot with an existing or proposed single-family use or multi-family use located in the R-1, R-M, and in the Planned Development zone districts, unless the City makes express findings supported by substantial evidence that ADUS and JADUS cannot be permitted due to the inadequacy of water and/or sewer services, and/ort the impact of ADUS and JADUS on trafficflow and/or public safety and designate specific areas based on these findings. ADUS and JADUS are subject to the normal requirements oft the district. ADUS and JADUS are not permitted in nonresidential zoning districts where residential uses are not allowed. Non-habitable accessory structures shall be  pèrmitted in addition to ADUS and. JADUS.  E.  Development Standards. Fire eand Building Code requirements are not considered Development Standards" under this Ordinance. ADUS and JADUS may be permitted on any single-family lot or any multi-family lot. The requirements and standards of the Zoning Ordinance that apply to the primary dwelling on the lot shall apply to any ADU. and/or. JADU, including lot coverage, height floor area ratio, open space, landscape, and architectural review. Ifdifferent or conflicting requirements or standards exist, the more restrictive requirements or standards shall apply, but only to the extent such requirements or standards donot conflict with the requirements and standards provided int this Section and Government Code sections 1. Number of units. Not more than three (3) dwelling units shall be permitted on a single- family lot, which shall include not more than one (1) existing primary residence and may include not more than one (1). ADU and not more than one (1) JADU. Lots with existing multifamily dwellings may construct up to two (2) detached ADUS, or ADUS up to 25 percent oft the number of existing multifamily dwelling units in non-livable space (e.g., storage rooms, boiler rooms, passageways, attics, basements, or garages). There areno 2. Relation to Primary Dwelling. The ADU must be either: (1) attached to, or located within, the existing primary. dwelling, including attached garages, storage areas, or similar uses within the primary dwelling structure; or (2) detached from the existing primary dwelling and located on the same lot as the existing primary dwelling. Except as provided in Government Code Section 65852.2(e), a. JADU must be contained entirely 3. ADUS and JADUS are not subject to the density limitations for the premises.  65852.2 and 65852.22.  JADUS allowed on lots with existing multifamily dwellings.  within the walls of the existing single-family residençe.  4. Setbacks and Separation Distances.  5    Farmersville City Council  Ordinance No. 523: ADU Ordinance  a. Setbacks shall be defined as the distançes between a structure and a property line or b. Separation Distances shall be defined as the distance between structures, and/or No setback or separation distance is required for an ADU constructed or installed within (1) an existing living area or permitted accessory struçture, or (2) a struçture constructed in the same location and to the same dimensions as an existing permitted accessory structure that is converted to an ADU or to a portion of an ADU. d. Aminimum setback of four (4) feet from the side and rear lot lines is required for an ADU thatis not (1)o converted from an existing permitted accessory structure, or (2)a new structure constructed in the same location and to the same dimensions as an existing permitted accessory: structure. However, ifa proposed ADU is less than 800 square feet, a front setback requirement in other areas of this Code cannot prevent e. State Law does not address the distance between and ADU and other structures on alot'. In the event that an ADU is not consistent with (c)(1) or (c)(2) above, ADU or JADU proposals with Separation Distances of less than ten feet shall comply with  easement. other improvements.  the ADU front being built.  building codes regarding safe fire separation distances.2  5. ADU Unit Size.  a. Ifthere is an existing primary dwelling, the total floor area of an attached ADU may not exceed 50 percent of the floor area of the existing primary dwelling. b. The total floor area for a detached ADU may not exceed 1,200 square feet, An attached or detached one-bedroom ADU may not be more thân 800 square feet d. An attached or detached ADU: that provides more than one (1) bedroom may not be e. An ADU may be an efficiency unit, as defined. A proposed ADU that does not meet the minimum requirements of an efficiency unit is not permitted.  of living area.  more than 1,000 square feet of living area.  6. JADU Size. * 7. Exceptions.  a. AJADU may not be more than 500 square feet in size.  a. Notwithstanding any other minimum or maximum size for an ADU, size based upon ap percentage of the proposed or existing primary dwelling, or limits on lot coverage, floor area ratio, open space, or minimum lot size, an attached or detached. ADU will  be permitted if the ADU is:,  a. Not more than 800 square feet oft total floor area; - b. Not more than 16 feet in height (any circumstance);  Quoted from HCDI Handbook, Pg. 17. 2Ca. Gov'tCode $65852.2  6    Farmersville City Council  Ordinance No. 523: ADU Ordinance  C. Not more than 25 feet in height if the ADU is attached to the primary dwelling, orito can be the same height as the primary dwelling, whichever is lower; e. Isconstructed in compliance with all Fire and Building Code requirements and standards of the Zoning Code includingconsideration of separation distances).  d. Has at least 4-foot side and rear yard setbacks; and  8. ADU Building Standards.  a. The ADUheight requirements are as follows: a. 16 feet- allowed under any circumstance.  b. 18 feet- allowed ift the proposed ADUi isv within % a mile of public transit or the property already has a multi-family dwelling two stories high. 25 feet- allowed ifthe ADU is attached to the primary dwelling depending on the underlying zoning code of the property (the lowést height allowance will apply). b. The development of the. ADU shall be subject to the. property development standards for the zoning district in which the ADUi is located. "Both attached and détached ADUS must be architecturally compâtible, having similar materials and style of construction, with the primary dwelling and consistent with the established character oft the adjoining residential neighborhood. The design and d. Attached ADU's shall be compatible with and made structurally a part of the primary dwelling (e.g., share a common wall with the primary dwelling, rely partially on the primary dwelling for structural support, or be attached to the primary dwelling). e. Detached ADUS shall comply with building and fire code separation standards and be compatible with the materials and colors oft the primary dwelling. No passageway isr required in conjunction with the construction of an ADU. Anew utility connection directly between the ADU and the existing single-family  size oft the building, health, and other codes adopted by the City.  home is not required.  9. JADU Building Standards. JADUS shall comply with the following:  a. AJADU must include a separate entrance from the main entrance to the existing b. AJADU must include at least an efficiency kitchen, which includes a cooking facility with appliances and a food preparation counter and storage cabinets that are of reasonable size in relation to the size of the JADU. Permanent ovens or cooktops are AJADU may include separate sanitation facilities or may: share sanitation facilities d. AJADU shall not be considered a separate or new dwelling unit for purposes ofany fire or life protection ordinance or regulation, or for, purposes of providing water,  single-family residence.  not allowed in a. JADU. with the existing structure.  sewer, or power, including a connection fee.  7    Farmersville City Council  Ordinance No. 523: ADU Ordinance  e. Deed Restriction. A. JADU shall not be permitted unless a deed restriction, which shall run with the land, is recorded for the applicable lot, and filed with the City along with the permit application, and must do both ofthe following: a. Prohibit the sale of the. JADU separate from the sale of the single-family b. Prohibit the occupancy of the JADU unless the primary dwelling is occupied by  residence. the property owner.  10. Multi-family ADUS. The following ADUS are permitted within a residential or mixed-use a. One (1) or more ADUS, up to 25 percent oft the existing multifamily dwelling units, constructed within the portions of the existing multifamily dwelling structure that are not used as livable space, including, but not limited to, storage rooms, boiler rooms, passageways, attics, basements, or garages, if each unit complies with. state b. Up to two (2) detached ADUS, subject to a height limit of 16 feet and 4-footr rear Connection, Impact, and other Fees, Except as provided below. ADUS and JADUS are subject to all fees and assessments required by the Farmersville Municipal Code for new  zone on a lot that has an existing.mult-famiy dwelling:  building standards for dwellings. yard and side yard setbacks.  F.  residential construction.  1. ADUS and JADUS are not considered to be a new residential use for purposes of calculating connection fees or capacity charges for utilities, including water and sewer service, unless the ADU or. JADU is constructed with a new single-family home or a new detached  structure.  2. Any impact fees charged for an ADU or JADU of 750 square feet or more shall be charged proportionatelyin: relation to the square footage oft the primary dwelling unit. 3.An inspection fee shall bé assessed for any inspection to determine if an ADU or. JADU 4. The separate utility connection for an ADU constructed with a new single-family home or new detached structure is subject to a connection fee or capacity charge proportionate to the burden of the proposed ADU, based upon either its square feet or the number of its drainage fixture unit (DFU) values upon the water or sewer system, that reflects  complies with applicable building's standards.  the reasonable cost of providing this service.  G.  Occupancy and Ownership. ADUS and JADUS must comply with the following standards. 1.Acertificate of occupancy must be'issued for the primary dwelling unit beforea  certificate of occupancy can be issued for an ADUor. JADU on the lot.  8    Farmersville City Council  Ordinance No. 523: ADU Ordinance  2. An ADU or. JADU may be rented separate from the primary residence, but may not be 3. Beginning January 1, 2025, owner occupancy shall be required for all ADU and/or JADU permits. For an ADU permit, the owner may occupy either the primary or accessory unit. For a. JADU permit, the owner may reside in either the remaining portion of the primary unit, or the newly created. JADU. For single-family residences in which an ADU and a. JADU will be permitted, the preceding Section G.4. applies. Owner occupancy shall not be required ifthe owner is another governmental agency, land trust, or housing organization. H. Parking Standards. One (1) parking space per ADU is required, unless the newly constructed ADU is located within one-half mile walking distance of a public transit center. These spaces may be provided in setback areas or as tandem parking on a drivéway. Permit Approval. A permit. must be obtained for the construction or installation of an ADU or. JADU. The ADU or JADU must conform to the standards required by the Zoning Ordinance and the California Fire and Building Codes. A permit application for an ADU or a JADU shall be considered and approved ministerially without discretionary review or a hearing. The City shall approve or deny the application to create an ADU or a JADU within 60 days from the date the City receives a completed application if there is an existing single-family or multi-  sold or otherwise conveyed separate from the primary residence.  I.  family dwelling on the lot.  J.  ADUS and Regional Housing Needs Assessment. Subdivisions and multi-family housing developments developed orzoned at densities of ten (10) or more dwelling units per acre, with the ability of each lot or dwelling to construct an ADU, shall be counted in the City's Housing Element as adequate sites for affordable housing, as provided in Government Code section  65583.1(a). K.  Demolition Permits. A demolition permit for a detached garage that is to be replaced with an accessory dwelling unit be reviewed with the application for the accessory dwelling unit and issued at the same time. An applicant shall not be otherwise required, to provide written notice or post a placard for the demolition of a detached garage that is to be replaced with an accessory dwelling unit, unless the property is located within an architecturally and historically  significant historic district.  L.  Other. Nothing in this section shall be construed to prohibit the City from adopting an ordinance or regulation, related to parking or a service or a connection fee for water, sewer, or power, that applies to a single-family residence that contains an ADU or. JADU, so long as that ordinance or regulation applies uniformly to all: single-family residences, regardless of whether  the single-family residence includes an ADU or. JADU.  9    Farmersville City Council  Ordinance No. 523: ADU Ordinance  Section 9. Subsection 17.40.020 (Table 1 -Permitted Uses) is amended as follows:  Table 1 Residential Land Uses  USES  ZONE  U-R O-S R-1 R-M  Above ground storage tanks for flammable. or combustible Accessory buildings and uses customarily appurtenant toa  b X d X  b x x d X  fluids  permitted use  x d X x a  Accessory Dwelling Units (ADU's) Agricultural employee housing Apartments and multiple family dwellings Boarding and rooming houses  Cannabis businesses and commercial cannabis activity  Churches Day care centers Duplèxes Emergency housing Family day care homes Foster homes Guest houses Home occupations  b b b a  b a x x X a d C  X a d C  d C  10    Farmersville City Council  Ordinance No. 523: ADU Ordinance  USES  ZONE  U-R O-S R-1 R-M  Junior Accessory Dwelling Unit (JADu)  d x b  d x b  d X b b b  Manufactured and/or mobile homes on permanent  foundations Mobile home parks  Nursing and convalescent homes Public and private schools  b C  b C d d x C X b X b  Residence for a caretaker or watchman Second attached residential unit ecend-detached-rsidentia-une Single-famlydwellings: Temporary tract offices  x C  X C X b b  Residential care homes for six or fewer persons Residential care homes for seven to fourteen persons Raising off fruit and nut trees, vegetables and horticultural  X  specialties, excluding cannabis  Raising or cultivation of medical marijuana Single room occupancy units Supportive housing Transitional housing  x, x x  X x  11    Farmersville City Council  Ordinance No. 523: ADU Ordinance  Section 10. Subsection 17.40.030 is amended as follows:  17.40.030- Special conditions.  The following special conditions apply to those land uses indicated by corresponding letter in a. Conditional use permit required iff for more than six guests, persons or dwelling units ori in the case of day care facilities if more than twelve children including the provider's own children. d.: Theadéitienshalnstexcedtwenty-veperentofewsstinglvingares. Subjectto  Table 1:  b. Conditional use permit required. C.A Accessory use, incidental to principal use. standards contained in Section 17.24.060.  The foregoing ordinance was introduced at a regular meeting of the City Council of the City of Farmersville on the gth day of January, 2024, and was passed and adopted at a regular meeting of the City Council oni the ofJ January, 2024, by the following vote:  AYES: NOES: ABSENT: ABSTAIN:  APPROVED:  Tina Hernandez, Mayor  ATTEST:  Rochelle Giovani, City Clerk  12    CITYOF  FARMERSVILLE  City Council  Staff Report 8B  TO: FROM: DATE: RE:  Honorable Mayor and City Council Karl Schoettler, City Planner January 8, 2024  Public hearing for the Kaweah Pointe residential development project pertaining to 37t acres of land on the north side of Visalia Road, west of the Virginia Avenue alignment, proposing 151 single family residential lots, 3.7t acres of parks/open space, 1.4-acres of land zoned for future multi-family residential development  RECOMMENDED ACTION:  Iti is respectfully recommended that the City Council conduct a public hearing and vote to approve 1. Adopt Resolution No. 2024-02 adopting a Mitigated Negative Declaration as the 2. Adopt Resolution No. 2024-03 approving a General Plan land use amendment for the 3. Introduce Ordinance No. 521 amending the existing zoning designations for the site 4. Adopt Resolution No. 2024-04 approving Tentative Subdivision Map No. 2022-01.  the proposed residential subdivision by taking the following actions:  environmental finding for the project  project site  PROJECT DESCRIPTION:  The application is a series of planning approvals for the development of a single-family residential subdivision on a 36.5-acre site located on the north side of Visalia Road located west of the Virginia Avenue alignment and east of the Tulare Irrigation District canal. Attachment "A"isa  location map and Attachment "B" is an aerial photo of the site. Existing Zoning Land Uses and Proposed Amendments  The site is currently in agricultural use, and ag uses surround the site to the north, west and south. There are existing residential neighborhoods to the east and vacant land zoned for  commercial use to the southeast (along Visalia Road).    The bulk of the site is currently zoned "R-1" (Single Family Residential), however approximately 5.6 acres on the Visalia Road frontage are zoned for commercial use (the "CG" zone (General Commercial). In' 'addition, approximately 7 acres along the west side oft the site are zoned for multi-family residential development in the "RM-2.5" zone (Multi-Family Residential). Finally a The existing zoning designations are the result of a subdivision design that was previously approved for the site (Hacienda Estatas, approved in 2006) but that was never built. The subdivision approval has since expired, however the zoning designations remain on the land.  small area is designated for a future park ini the northeast corner of the site.  Project Design  Attachment "C" shows the proposed subdivision design. The subdivision proposes 151 single family residential lots. The design is essentially a grid street pattern (which is favored by the Farmersville Design guidelines for a number of reasons, as it improves walkability by providing multiple route choices, it can result in improved air quality and lower fuel consumption and also is favored by police and fire as it offers multiple route choices for emergency response). A new collector roadway will run north/south across the site and connect to Visalia Road. This road will provide-access to the site. From there a series of five east-west streets will access rows of single family residential lots. Asecond local street will connect to Visalia Road at the east There will be a 1.1-acre park/stormwater ponding basin situated roughly in the center of the site, on the east side of the collector street. As the name implies, this feature will function as both'a recreational open space and also a collector for storm water generated by the subdivision. Itis expected that most of the time the facility will be dry. The park is expected to be landscaped with Landscaped open space walking/cycling corridors will also be situated on both the west and east sides of the subdivision, paralle! to the existing irrigation canals that run there. These are required as a result of the Farmersville Waterway/Trails Master Plan that was adopted by the City The Plan followed the lead of the City of Visalia in how to treat irrigation canals. Instead of canals running behind the rear fence of lots (where they often become neglected and weed-filled) the preference is for them to be developed as open space features with landscaping and trails. In this fashion the City can create an interconnected citywide trail system as development occurs along the canals. It should be noted that the previous subdivision that was approved for this site  edge of the site.  a combination of turf, shrubs and shade trees.  in: 2010.  also was designed with these trails along the canals.  Multi-Family site  As shown on Attachment "C", the project design has shifted the existing multi-family zoning on the site to land on the front of the site along Visalia Road.. Approximately 1.4 acres is designated there for future multi-family development. The current developer is not proposing any multi-family  development for this site and intends to sell it to such a developer.  Planned Unit Development  The subdivision is proposed as a "Planned Development and is seeking a Conditional Use  Permit for application of the "PD" (Planned Development) overlay zone.  2    The PD zone allows for flexibility with zoning standards (such as lot size, setbacks, etc.) provided that the Planning Commission and City Council are ablé to find that the design of the project is For this subdivision the applicant is requesting lots smaller than 6,000 square feet (though none smaller than 5,000 square feet. The applicant is also requesting a reduced front yard setback for homes. The standard is 25 feet; the request is for a 15-foot front yard setback (but with a 20 foot front yard setback for driveways/garages. The applicant is also requesting approval to reduce the The PD zone should not be simply used as a way for a developer to simply get more lots on a site. In order to help the Commission and Council be able to make the finding that the PD zone is resulting in a "superior design" the City has in the past required certain upgrades to PD projects,  superior to what couid be achieved using base zoning standards.  street side yards on corner lots from 15 feet to 10 feet.  including items such as:  Traffic-calming mechanisms such as "bulb-outs" at street corners, to help slow traffic and Street trees to shade, cool and beautify the project. Shade trees also make it more Landscaped median islands at selected locations, such as project entrances. Antique-style streetlamps. These help to reinforce the desired pedestran-onented Stamped concrete crosswalks help to beautify and add character to the neighborhood. Architectural control of the facades of homes. The Farmersville Design Guidelines contains a number of recommendations for the design of homes to further reinforce the concept of a' "neighborhood" (versus just a "subdivision"). Design techniques çan include requiring homes to have large, useable front porches, garages set back and the use of architectural styles that are historic to the San Joaquin Valley (and California) such as These design mechanisms are recommended for this project so that the Planning Commission  make the project more pedestrian-fendly,  pleasant for putdoor activities such as walking and cycling.  character oft the neighborhood.  Spanish, Craftsman, Mediterranean, etc.).  (and City Council) can make the finding that the project is truly "superior".  Circulation  As noted above, the project will be served by Visalia Road. This road is programmed to be widened by Tulare County in the near future. The widened road will feature four lanes, including two lanes in each direction. along with curbs, gutters, sidewalks, street trees and street lights. The portion of the subdivision with single family homes will have a sound wall and a landscape Ar new north/south collector street (Hacienda Drive) will provide access into the subdivision. A  There will also be a landscaped median divider. buffer backing onto Visalia Roaid.  local street will also- connect to Visalia Road at the east edge of the site.  3    The intersection of Visalia Road and the future Hacienda Drive will eventually need to be signalized; the traffic impact study that was prepared for the project estimates that a traffic signal will not be warranted for more than ten years and that the project should contribute 6.69 percent of the cost of this signal. The remainder of the traffic' "impact" on this intersection will result from city- and area-wide traffic growth along Visalia Road. It should be noted that the subdivision project will also be paying the City's newly-adopted traffic impact fees at $760 per lot.  Proposed Zoning and Land Use designations  In order to achieve the desired subdivision design the applicant is proposing zone changes (and The bulk oft the site will be zoned "R-1 (PD)" This will allow for the creation, of the 151 single family residential lots (including applying the "PD" zone to allow lots smaller than required by the R-1zone), as well as reduçed yard setbaçks (front yards and the street side of corner lots). The existing "CG" zone along Visalia Road is proposed to be eliminated and replaced in part with the "RM-2.5" (Multi Family Residential zone). The remaining area will be zoned "R-1 (PD)". The existing "RM-2.5" (Multi-Family Residential zone) along the west side of the site will be eliminated (and as noted above, shifted to the south side of the site along Visalia Road, replacing The exising "PQP" zone will be eliminated but will be replaced where the new park/pond is planned and also will be applied to the open space corridors along the canals.  General Plan land use amendments) as shown in Attachment "D".  the "CG" zone.  Housing Element Zoning Requirement  As previously noted, a 7-acre portion oft the site is currently zoned for multi-family residential ("RM-2.5": zone). The City was required to apply this zoning as a result of the previous Housing Element of the General Plan, which requires the City to have a certain amount of multi-family zoning, to provide for housing needs of the community's lower income families. The City cannot eliminate this zoning and sO it is being relocated to the south side oft the site (albeit in a reduced acreage) with some additional acreage being established on N. FarmersVille Boulevard as part of  the Gardenia Courtyards multi-family project.  Environmental Analysis  As required by law, the City had a consulting firm (Crawford and Bowen) prepare an analysis of potential impacts that may result from the project. The study was advertised and circulated for 30 days for public review and comment. At the close of the comment period one letter had been submitted. This letter was from the Air District and had no significant comments. The environmental study determined the project would not have significant impacts to the- environment provided that mitigation measures are incorporated into the project design and Air Quality - The developer will be required to devise and submit measures for reducing air quality impacts, particularly as it relates to equipment used during construction of the project.  construction. These include:  4    Biological resources. Project construction should occur outside the bird nesting season but ifconducted during nesting season a biologist must survey the site and if nests are  discovered, construction in that area must be avoided.  Cultural Resources: Construction crews should be trained to be observant for buried human remains or cultural artifacts and if these are encountered during construction thena a Traffic/Cirçulation. The project will be required to pay fair share amounts toward future  preservation protocol must be implemented. signalization at the following intersections: Visalia Road/Hacienda Drive: 6.69% Visalia Road/Virginia Avenue: 4.51% Farmersville Blvd./Front Street: 8.83%  To mitigate crçuationgreennouse gas impacts of the project, the study identified that the project be required to install/upgrade ADA-compliant pedestrian. curb-ramps at the following nearby  intersections:  Costner Street & Steven Avenue (2 ramps) Virginia Avenue & Ash Street (4 ramps) June Avenue & Ash Street (2 ramps) Steven Avenue & Ash Street (2 ramps)  Utilities  The project will be required to extend and connect to City utility lines, including water, sewer and storm drain. There are currently utility lines along the east side of the site (sewer) and along Visalia Road southeast of the site (water) and the project will tap these. The Public Works and Engineering Departments report there is adequate capacity in all systems to accommodate the project. The project will retain storm drainage on site int the proposed park/ponding basin. In order to conserve water, all landscaping on the site will be required to meet the City's water-  efficient landscape ordinance. Planning Commission Hearing  The Farmersville Planning Commission conducted a public hearing to consider the project on December 13, 2023. Following discussion the Commission voted unanimously to recommend  approval of the project. COORDINATION & REVIEW:  Ap public hearing notice was published in the Exeter Sun Gazette newspaper and notices were mailed to all property owners within 300 feet of the site, at least 10 days before the City Council's  hearing.  CONSISTENCY WITH ADOPTED GOALS, PLANS, AND PROGRAMS: The proposed project is consistent with city policies and standards, including the 2025 Farmersville General Plan, Farmersville Zoning Ordinance, Farmersville Subdivision Ordinance  and Farmèrsville Improvement Standards Manual.  5    FISCAL IMPACT:  Each lot that is developed in the subdivision will be required to pay the City's Development Impact Fees. Further, once developed, each homeowner will pay monthly utility charges.  CONCLUSION:  The project has been reviewed by City department heads, including planning, engineering, public works, fire, police and administration who have provided conditions of approval that will be applied to the project. Staff is recommending approval of the project as is the Planning:  Commission. Attachments: Resolution. 2024-02 Resolution 2024-03 Ordinance 521 Resolution 2024-04  6    Exhibit "A"(Location Map)  PETUNIAS SI  PETUNA  COONTST  Project Location  WASHST  COSTNERS  COSTNER sre  Visalia Road  AAVE  WIHAROLDSI DIXIE CTL QUALLSCT  north  7    Exhibit "B" (Aerial Photo)  Project Location  Ash Street  Visata-Road  ESLEE EELELEE  north  8    Exhibit "C" (Proposed Subdivision Map)  9    Exhibit "D" (Proposed Zoning)  P/QP  P/QP  P/QP  R-1 (PD)  Visalia Road  RM-2.5  AAVE  10    RESOLUTION: 2024-02 BEFORE THE CITY COUNCIL CITY OF FARMERSVILLE  COUNTY OF TULARE, STATE OF CALIFORNIA  ARESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERSVILLE ADOPTING AI MITIGATED NEGATIVE DECLARATION AS THE ENVIRONMENTAL FINDING FOR THE KAWEAH POINTE DEVELOPMENT PROJECT (INCLUDING GENERAL PLAN: AMENDMENTZONE CHANGE 2022-05, CONDITIONAL USE PERMIT 2022-05. AND TENTATIVE SUBDIVISION MAP  2022-01)  WHEREAS, a request was submitted by Smee Homes, 444 Prospect Street, Porterville, CA 93257 for a development project on two existing parcels containing approximately 36.5tacres on the north side of Visalia Road between the Virginia Avenue alignment on the east and the Tulare Irrigation District canal on the west (Assessor Parcel Numbers 128-320-003 and 128-330-001). The project is a single family residential subdivision with park/stormwater basin, open space recreation corridors and an outlot for future multi-family residential development,  and  WHEREAS, specific requests include: AGeneral Plan Amendment to:  Eliminate an area designated "General Commercial" along the Visalia Road Eliminate an area designated "Medium-High Density Residential" from the west Apply the "Medium High Density Residential" designation to the south side of  frontage of the site. side oft the site.  the site along Visalia Road. Az zone chânge as follows:  Eliminate 7t acres zoned RM-2.5 along the west side ofthe site.  Eliminate approximately 5.6 acres of "CG" (General Commercial) zoning from Apply 1.4-acres ofRM-2.5 zoning along the Visalia Road frontage oft the site Apply approximately 1.1 acres of the "P/QP" zone (Public-Quasi Public) to the proposed neighborhood park/stormwater ponding basin. Also apply approximately 2.1 acres oft the "P/QP" zone to the open space corridors along the  the south side of the site  east and west boundaries oft the site.  -1-.    Farmersville City Council Resolution. 2024-02  Environmental Finding for Kaweah Pointe Project  A Tentative Subdivision Map to create 151 single-family residential lots, a 1.1-acre neighborhood park and a 1.4-acre outlot for future multi-family residèntial development. A Conditional Use Permit to allow development of the project as a Planned WHEREAS, the City has prepared an Initial Environmental Study to evaluate potential impacts to the environment that may result from the project, consistent with the Guidelines of the  Development, consistent with the Farmersville Zoning Ordinance.  California Environmental Quality Act (CEQA), and  WHEREAS, the study was circulated for public review and comment, and at the end of WHEREAS, the study determined the project would have no significant impacts on the environment, provided that mitigation measures are incorporated into the design, construction and operation ofthe project. These measures are listed in Exhibit "A"ofthis resolution, and  the comment period no substantive comments had been received, and  WHEREAS, the City has notified property owners within 300 feet of the site of the proposed project, and has also published a notice of the City Council hearing in the newspaper,  at least ten days before the hearing; and  WHEREAS, the City Council has considered this matter and accepted evidence and NOW THEREFORE BE IT RESOLVED that, the City Council, after considering all the evidence presented, determined the following findings were relevant in evaluating this project: 1. The project is consistent with the Farmersville General Plan and the Farmersville 2. The project will not have a significant impact on the environment provided that mitigation measures are incorporated into the project design and. operation, and a Mitigated Negative Declaration has been prepared, consistent with the Guidelines of the California Environmental Quality Act. Mitigation measures are listed in Exhibit"A"ofthis Resolution.  testimony.  Zoning Ordinance, as amended.  3. The project will not have an adverse impact on the health, safety and welfare of  residents in the neighborhood or community.  -2-    Farmersville City Council Resolution 2024-02  Environmental Finding for Kaweah Pointe, Project  NOW THEREFORE BE IT RESOLVED that the City Council hereby adopts a Mitigated  Negative Declaration as the environmental finding for the proposed project. The foregoing resolution was adopted upon ai motion of Council member Council on the 8th of. January, 2024, by the following roll call vote:  second by Council member  at a regular meeting of the Farmersville City  AYES: NOES: ABSENT: ABSTAIN:  Tina Hernandez, Mayor  Rochelle Giovani, City Clerk    Farmersville City Council Resolution 2024-02  Environmental Finding for Kaweah Pointe Project  Exhibit "A": Mitigation Measures  AIR-1:  Before a construction permit is issued for the proposed Project, the Project applicant, project sponsor, or construction contractor shall submit documentation demonstrating reasonably detailed compliance with Option 1: Where portable diesel engines are used during construction, all off-road equipment with engines greater. than 50 horsepower shall have engines that meet or exceed either United States Environmental Protection Agency (EPA) or California Air Resources Board (CARB) Tier 3. off-road emission standards except as otherwise specified herein. If engines that comply with Tier 3, Tier 4 Interim, or Tier 4 Final off-road emission standards are: not commercially available, then the construction contractor shall use the next cleanest piece of off-road équipment (e.g., Tier 2) that is commercially available. For purposes ofthis project design feature, "commercially available" shall mean the equipment at issue is available taking into consideration factors such as (i) critical-path timing ofc construction; and (ir) geographic proximity to the project site ofe equipment. Ifthe relevant equipment is determined by the Project applicant to not be commercially available, the contractor can confirm this conclusion by providing letters from at least two rental companies for each piece ofoff- Option 2: Prior to thei issuance of any demolition, grading, or building permits (whichever occurs earliest), the Project applicant and/or construction contractor shall prepare a construction operations plan that, during construction activities, requires all off-road equipment with engines greater than 50 horsepower to meet either the particulate matter emissions stândards for Tier 3 engines or be equipped with Level 3 diesel particulate filters. Tier 3 engines shall, at ai minimum, meet EPA or CARB particulate matter emissions standards for Tier 3 engines. Alternatively, use ofCARB- certified Level 3 diesel particulate filters on off-road equipment with engines grèater than 50 horsepower can. be used inl lieu ofTier 3 engines ori in combination with Tier 3 or better engines. The construction contractor shall maintain records documenting its efforts to comply with this requirement, including equipment lists. Off-road equipment descriptions and information shall include, but are not limited to, equipment type, equipment manufacturer, equipment identification number, engine model year, engine certification (Tier rating), horsepower, and engine serial number. The Project applicant and/or construction contractor shall submit the construction operations plan and  one ofthe following requirements to the City ofFarmersville:  road equipment that is at issue.  records of compliance to the City ofFarmersville.  BIO-1: Protect nesting birds.  1. To the extent practiçable, construction shall be scheduled to avoid the nesting season, .2. Ifitis not possible to schedule construction. between September and January, pre- construction surveys for nesting birds shall be conducted by a qualified biologist to ensure that no active nests will be disturbed during the implementation ofthe Project. A pre-construction survey shall be conducted no more than 14 days prior to the initiation of construction activities. During this survey, the qualified biologist shall inspect all potential nest substrates in and immediately adjacent to the impact areas. Ifan active nest is found close enough to the construction area to be disturbed by these activities, the qualified biologist shall determine the extent ofa construction-free buffer to be established. around the nest. Ifwork cannot proceed without disturbing the nesting birds,  which extends from February through August.    Farmersville City Council Resolution 2024-02  Environmental Finding for Kaweah Pointe Project  work may need to be halted or redirected to other areas until nesting and fledging are completed or the nest has otherwise failed for non-construction related reasons. Before initiation of construction or ground-disturbing activities associated with the Project, the City shall require all construction personnel to be alerted to the possibility of buried cultural resources, including historic, archeological and paleontological resources; The general contractor and its supervisory staff shall be responsible for monitoring the Ifap potentially significant historical, archaeological, or paleontological resource, such as structural features, unusual amounts of bone or shell, artifacts, human remains, or architectural remains or trash deposits are encountered during subsurface construction activities (i.e., trenching, grading), all construction activities within a 100-foot radius of the identified potential resource shall ceasé until a qualified archaeologist evaluates the item for its significançe and records the item on the appropriate State Department of Parks and. Recreation (DPR) forms. The archaeologist shall determine whether the item requires further study. If, after the qualified archaeologist conducts appropriate technical analyses, the item is determined to be significant under California Environmental Quality Act, the archaeologist shall recommend feasible mitigation measures, which may include avoidance, preservation inj place or other appropriate measure, as outlined in Public Resources Code section 21083.2.The City of Farmersville shall implement said  CUL-1: The following measures shall be implemented:  construction Project for disturbance of cultural resources; and  measures.  CUL-2: The Project applicant shall incorporate into the construction contract(s) a provision that in the event ai fossil or fossil formations are discovered during any subsurface construction activities for the proposed Project (i.e., trenching, grading), all excavations within 100 feet of the find shall be temporarily halted until the find is examined by a qualified paleontologist, in accordance with Society ofVertebrate Paleontology standards. The paleontologist shall notify the Project applicant, who shall coordinate with the paleontologist as to any necessary investigation of the find. Ifthe find is determined to be significant under CEQA, the City shall implement those measures, which may include avoidance, preservation in place, or other appropriate measures, as outlined in Public Resources Code section 21083.2. The. Applicant shall pay the City of Farmersville for their Fair Share Portion ofthe intersection improvements described in Table 1, in order to maintain or improve the operational level ofservice oft the  TRA-1  street system in the Project vicinity.  Table 1  Fulure Intersection Improvements  # 6 8 9  Intersection Farmersville Rd & Front St I Hacienda Dr &' Visalia Rd Virginia Ave & Visalia Rd  Total Improvements Required by 2043 Signal Signai Signal  Project Share 8.83% 6.69% 4.51%  -5-    Farmersville City Council Resolution 2024-02  Environmental Finding for Kaweah Pointe Project  TRA-2: Figure 1):  The applicant shall install ADA compliant wheelchair ramps at the following locations (as shown on  Costner Street & Steven Avenue (2 ramps) Virginia Avenue & Ash Street (4 ramps) June Avenue & Ash Street (2 ramps) Steven Avenue & Ash Street (2 ramps)  Figure 1 VMT Mitigation  Ashsu  PROJECT SITE  Costne  Visalia Ave  -6-    RESOLUTION2024-03 BEFORE THE CITY COUNCIL CITY OF FARMERSVILLE  COUNTY OF TULARE, STATE OF CALIFORNIA  Al RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERSVILLE APPROVING GENERAL PLAN AMENDMENT 2022-05 (KAWEAH POINTE WHEREAS, a request was submitted by Smee Homes, 444 Prospect Street, Porterville, CA 93257 for a development project on two existing parcels containing approximately 36.5-tacres on the north side of Visalia Road between the Virginia Avenue alignment on the east and the Tulare Irrigation District canal on the west (Assessor Parcel Numbers 128-320-003 and 128-330-001). The project is a single-family residential subdivision with park/stormwater basin; open space recreation corridors.and an outlot for  PROJECT).  future multi-family residential development, and zone changes, as follows (see also Exhibit 1): A General Plan Amendment to: frontage of the site. west side ofthe site. oft the site along Visalia Road.  WHEREAS,the project includes requests for General Plan land use amendments and  Eliminate an area designated "General Commercial" along the Visalia Road Eliminate an area designated "Medium-High Density Residential" from the Apply the "Medium High Density Residential" designation to the south side Eliminate 74 acres zoned RM-2.5 along the west side oft the site. Eliminate approximately 5.6 acres of"CG" (General Commercial): )zoning Apply 1.4-acres of RM-2.5zoning along the Visalia Road frontage of the site Apply approximately 1.1 acres ofthe "P/QP" zone (Public-Quasi Public) to the proposed neighborhood park/stormwater ponding basin. Also apply approximately 2.1 acres ofthe "P/QP" zone to the open space corridors along WHEREAS, associated actions related to the site include a Conditional Use Permit and Tentative Subdivision Mapi to facilitate a single-family residential subdivision and  A zone charge as follows:  from the south side of the site  the east and west boundaries of the site.  related improvements, and  WHEREAS, property owners within 300 feet oft the subject parcel were notified of the City Council's meeting and a public hearing notice was published ten (10) days prior to  the City Council's meeting, and  Page 1 of3    Farmersville City Council Resolution 2024-03  General Plan Amendment 2022-05 (Kaweah Pointe)  WHEREAS, the Planning Department has prepared a staff report and environmental WHEREAS, the City Council held a public hearing on this action and accepted NOW, THEREFORE, BEI IT RESOLVED that the City Council, after considering all the evidence presented, determined the following findings were relevant in evaluating this  finding, and testimony.  action:  1.1 The proposed action is consistent with the goals, objectives and policies of the 2. The City has prepared and circulated for public review and comment an Initial Environmental Study, consistent with the Guidelines oft the California Environmental Quality Act (CEQA). The Study has found the project will have no significant impacts on the environment, provided that mitigation measures are implemented, and a Mitigated Negative  2025 Farmersville General Plan.  Declaration has been prepared for adoption.  3.  The proposed action will not have an adverse impact on the health, safety and NOW, THEREFORE BE IT RESOLVED THAT General Plan Amendment 2022-05 as shown on Exhibit 1 (attached), is hereby approved by the Farmersville City Council. The foregoing resolution was adopted upon a motion of Council membèr Council on the 8th day of January, 2024, by the following roll call vote:  welfare oft residents in the neighborhood or community.  second by Council member  at a regular meeting of the Farmersville City  AYES: NOES: ABSENT: ABSTAIN:  Tina Hernandez, Mayor  Rochelle Giovani, City Clerk  Page 2 of3    Farmersville City Council Resolution 2024-03  General Plan Amendment 2022-05 (Kaweah Pointe)  Exhibit 1: Proposed General Plan Designations  "Open Space"  "Open Space"  "Medium Density Residential"  WCOSTNER  Visalia Road  AAVE  Medium-High Density Residential"  Page 3 of3    ORDINANCE NO.521  AN ORDINANCE OF THE CITY OF FARMERSVILLE, COUNTY OF TULARE, STATE OF CALIFORNIA, AMENDING ORDINANCE NO. 319 (AS AMENDED) OF THE CITY OF FARMERSVILLE, RELATING TO THE CLASSIFICATION OF THE ZONE OF  PARTICULAR PARCELS OF REAL PROPERTY.  The City Council of the City of Farmersville does ordain as follows:  SECTION 1. Sections 17.12.020 and 17.12.030 of.the Municipal Code of the City of Farmersville, are amended by changing the Zoning Map for two parcels located on the north side' of Visalia Road west of the Virginia Avenue alignment. (Assessor Parcel SECTION: 2. Severability. Ifany part of this Ordinance is held to be invalid for any reason, such decision shall not affect the validity of the remaining portions of this Ordinance, and the City Counçil hereby declares that it would have passed the remainder of this Ordinance, as if such invalid portion thereof had beèn deleted. SECTION 3. This ordinance shall take effect thirty (30) days after its passage. SECTION 4. The City Çlerk.is hereby ordered and directed to certify the passage of this Ordinance and to cause the same to be published onçe in a newspaper of general Ihereby certify that the foregoing Ordinance was introduced at a regular meeting of the City. Council of the City of Farmersville held on the 8th day of. January, 2024 passed and  Numbers 128-320-003 and 128-330-001) as shown on Exhibit 1.  circulation, published in the County of Tulare.  adopted at a Regular meeting of the City Council held on the  day of January,  2024, by the following vote:  AYES: NOES: ABSTAIN: ABSENT:  Tina Hernandez, Mayor City of Farmersville  Rochelle Giovanni, City Clerk City of Farmersville  Page 1 of2    Farmersville City Council  Ordinance 521 Page 2of2  Exhibit 1: Proposed Zoning  P/QP  P/QP  P/QP  R-1 (PD)  Visalia Road  RM-2.5  AAVE    RESOLUTIONZU24-0 BEFORE THE CITY COUNCIL CITY OF FARMERSVILLE  COUNTY OF TULARE, STATE OF CALIFORNIA A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERSVILLE APPROVING A' TENTATIVE SUBDIVISION: MAP (KAWEAH! POINT) ON A. PARCEL CONTAING 36.5t-ACRES ON THEI NORTH SIDE OF VISALIA ROAD BETWEEN THE VIRGINIA AVENUE. ALIGNMENT  ANDTULARE IRRIGATION DISTRICT CANAL  WHEREAS, a request was submitted by Smee Homes, 444 Prospect Street, Porterville, CA 93257 for a development project on two existing parcels containing approximately 36.5tacres on the north side of Visalia Road between the Virginia Avenue alignment on the east and the Tulare Irrigation District canal on the west (Assessor Parcel Numbers 128-320-003 and 128-330-001). The project is a single family residential subdivision with park/stormwater basin, open space recreation corridors and an outlot for  future multi-family residential development, and  WHEREAS, specific requests include: A General Plan Amendment to: frontage oft the site. west side oft the site. oft the site along Visalia Road.  Eliminate an area designated "General Commercial" along the Visalia Road Eliminate an area designated' "Medium-High Density Residential" from the Apply the "Medium High Density Residential" designation toi the south side Apply the "PD. zone (Planned Development) to that portion of the site Eliminate 7t acres zoned RM-2.5 along the west side ofthe site. Eliminate approximately 5.6 acres of "CG" (General Commercial) zoning Apply 1.4-acres of RM-2.5 zoning along the Visalia Road frontage of the Apply approximately 1.1 acres of the "P/QP" zone (Public-Quasi Public) tot the proposed neighborhood park/stormwater ponding basin. Also apply approximately 2.1 acres of the "P/QP" zone to the open space corridors  A: zone change as follows:  designated. for single family residential lots.  from the south side of the site  site  along the east and west boundaries oft the site.  Page 1of13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project) ATentative Subdivision Map to create 151 single-family residential lots, a 1.1-acré neighborhood park and. a 1.4-acre outlot for future multi-family residential A Conditional Use Permit to allow development of the project as a Planned Development, consistent with the Farmersville Zoning Ordinance. The Planned Development project will include the following amendments to standards ofthe R- 1. Lots may be smaller than 6,000 square feet but not less than 5,000 square feet 2. The front yard setback on single family residential lots may bé 15 feet (with 20 feet required for driveways leading to the garage ofe each home). 3. The side yard setback on the street side of corner lots may be 10 feet. WHEREAS, property owners within 300 feet of the subject site were: notified of the meeting and a public hearing noticé was published in the newspaper ten (10) days  development.  1zone:  prior to the City Council's meeting, and environmental finding, and  WHEREAS, the Planning Department has prepared a staffr report and WHEREAS, it has been determined that the project will not have significant impacts on the environment provided that mitigation measures are adopted and  implemented, and  WHEREAS, the City Council held a public hearing on this Conditional Use NOW,THEREFORE, BE ITI RESOLVED that the City Council, after considering all the evidence presented, determined the following findings were relevant in evaluating  Permit and accepted testimony.  this request:  1. The project is consistent with the Farmersville General Plan, Land Use 2. An Initial Environmental Study was prepared under the California Environmental Quality Act for the overall project that found the project will not have a significant impaçt on the environment, provided that mitigation measures are implemented and therefore a Mitigated Negative Declaration has been prepared  Element and zoning of the site.  separately for adoption.  Page 2 of13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project) 3. The project will not have an adverse impact on the health, safety and welfare  ofresidents in the neighborhood or community.  NOW, THEREFORE BE IT RESOLVED THAT Tentative Subdivision Map 2022-01 (as  shown on Exhibit "A"i is approved. second by Councilmember  The foregoing resolution was adopted upon a motion of Councilmember Council on the 8th of. January, 2024, by the following roll call vote:  at a regular meeting oft the Farmersville City  AYES: NOES: ABSENT: ABSTAFN:  Tina Hernandez, Mayor  Rochelle Giovani, City Clerk  Page 3of13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project) Exhibit "A": Proposed Tentative Subdivision Map (Kaweah Pointe)  we  Page 4 of1 13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project) Conditions of Approval for Tentative Subdivision Map 2022-01 (Kaweah Pointe)  A. ENGINEERING 1. GENERAL  a. All improvements shall be installed in accordance with the most recent City of Farmersville standards; specifications, and engineering design standard drawings, except as specifically modified by the Site Plan Review. In the absence ofs specific standards, improvements shall be installed as directed by b. All sidewalk, driveway approaches, parking, etc. shall be constructed in accordance with the current City of] Farmersville standards and applicable Americans with Disabilities Act (ADA)Standards. Standards for ADA compliance shall bei installed in accordance with the most recent Caltrans The developer shall comply with and be responsible for obtaining encroachment permits from the City of Farmersville for all work performed d. The dèveloper shall install all improvements within the public right-of-way and easements in accordance with the City of Farmersville engineering design standards and drawings, specifications, masterplans, and record drawings. e. During the site construction, any public streets fronting the project shall be kept clear of any construction or landscaping debris and shall not be used as a storage area for equipment, materials, or other items. The developer shall maintain pedestrian and vehicular access to all surrounding properties and buildings tot the satisfaction oft the City of Farmersville Police and Fire Departments and City Engineer. The developer's contractor shall not work on, place debris on, store supplies ore equipment on, ori in any other way encroach upon any other properties without written permission ofs such property owners. In the event other properties are-encroached upon without written permission, work shall h.- Project is located within FEMA flood zone X. The developer shall comply with guidelines and requirements set by FEMA and City Ordinance. i. The developer shall adhere to the latest edition of the California. Building The developer shall provide and pay for all compaction testing required by the Quality Assurance! Plan (QAP). Compaction test results shall be submitted to k. Within twenty (20) calendar days after all improvements have been constructed and açcepted by the City, the developer shall submit to the City of Farmersville Public Works Department one ODrepoducileele.tronic copy (PDF) and two (2) black line copies oft the approved setofconstruction plans  the Director ofPublic Works and the City Engineer.  standards, specifications, and details. within the City right-of-way and easements.  automatically shut down until resolved.  Code.  the City Engineer for rèview and approval.  Page 5of13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project) revised to reflect all field revisions and marked "AS-BUILT" for review and approval. As-Built drawings shall be revised in electronic format, a scanned or field copy oft the construction plans will not be accepted. Pad Certification(s) will be required prior to construction of any structure on a lot. . The deyeloper shall submit a soils report for approval by the City Engineer with the first submittal oft the improvement plans. m. The developer shall, at his expense, obtain "R Value" tests in quantity sufficient to represent all street areas, and have street structural sections designed by ai registered civil engineer based on these "R Value" tests. n. The developer is required to review and revise as necessary the Cameron Creek Subdivision site plan to conform with The County ofTulare Avenue 0. The developer is to coordinate with People's Consolidated Ditch Company and receive written approval for improvements across the existing Extension Ditch. Developer to provide approvals by the ditch company to the City p. The developer is to coordinate with Tulare Irrigation Ditch Company as necessary for the proposed improvements adjacent to the Main Intake Canal. Developer to provide çorrespondence of coordination to City Engineer before  280 Widening Improvements Project.  Engineer.  final project approvals.  2. SITE AND STREET IMPROVEMENTS  a. All sidewalks shall be a minimum width of five feet and shall conform with b. The proposed street entrances fronting Avenue 280 shall be per current City of Farmersville engineering design standard plans and applicable ADA C. All new. landscaping shall be in accordance with the City landscaping ordinance and State of California requirements in the areas where there are no buildings or parking lots proposed and have been! identified as open space landscaped areas by applicant and shall include backflow preventers in d. The developer shall install street lighting in accordance with City standards at the locations designated by the City Engineer. Developer shall prepare a street. e. Developer shall provide for all striping, stenciling, pavement markers, delineators, and signage required on all street improvements. All traffic signs and street name signs shall be installed in accordance with City standards and the latest edition ofthe California Manual on Uniform Traffic Control Deviçes (CA MUTCD). A striping and signage plan shall be included with the construction plans and submitted for review and approval by the City  City Standards and City Ordinance.  Standards.  approved cages.  lighting plan for approval by the City Engineer.  Engineer.  Page 6 of13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project) The developer is to construct ai minimum 6'-8" high block wall around the perimeter ofthe project (excepting canal frontages). Block wall to be split facè CMU and have àj non-sacrificial anti-graffiti coating. Submit any block wall calculations for approval by City Engineer with the first submittal oft the The developer is to provide a traffic impact study for the proposed development. Developer to take into consideration the widening of Avenue 280 and the insalationofromdalouts as a mitigation measure at major h. The developer to remove and replace any broken sidewalk, curb, and/or gutter along the project frontage. New sidewalk, curb, and/or gutter tol be constructed i.'Any existing street lighting or existing improvements that are damaged during off-site construction is to be replaced and installed per City of Farmersville J. The developer is to provide street connection bulbouts per City of k. The developer is to provide turn templates showing Fire Apparatus and trash truck, maneuvering at bulb out street intersections. To be approved by the City  improvement plans.  intersections. per City standards. standards.  Farmersville standards.  Fire Department and City Engineer.  3. SANITARY, SEWER AND WATER IMPROVEMENTS  a. The developer's engineer shall be responsible for verifying size, location, and elevations of existing sanitary sewer, storm drainage, and water improvements. b. The developer shall install a City standard water service with backflow prevention device, size as necessary for the development ih accordance with City standards. Developér to install irrigation service with backflow prevention device, size as d." The developer shall install. a City standard sanitary sewer service, size as necessary to the development in accordance with City Standards. e. Fire hydrant(s) (existing and/or proposed) shall be shown on improvement plans and locations are to beapproved by the City Fire Department. Any existing fire  necessary for the development per City standards.  hydrants are to be raised. to finish grade.  4. GRADING AND DRAINAGE  a. The developer shall follow the City's standards and ordinances for storm drain b. Basin calculations tol be provided for approval by the City Engineer with the first The design ofany public drainage swales shall be shallow with gradual slopes. Depths shall not exceed 4 feet. A min. setback from back of sidewalk to swale hinge point shall be 1 foot. Swales shall be landscaped and maintained by the  improvements.  submittal oft the improvement plans.  property owner(s). Capacity calcs shall be provided.  Page 7of13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project) d. Grade differentials between lots and adjacent properties shall be adequately shown on the grading plan and shall be treated in a manner in accordance with Prior to approval of the grading plan, any approvals and permits from the San Joaquin Valley Air Pollution Control District shall be obtained. The project shall comply with all rules, regulations, and conditions of approval imposed by the - The developer shall maintain aj program of dust control to prevent air pollution as well as discomfort or damage to adjacent and surrounding properties. The developer shall follow all requirements and recommendations made by the San Joaquin Valley Air Pollution Control District for dust and emission reduction. Obtain a NPDES Construction General Permit (latest version) for any construction activity prior to disturbing, clearing, grading or excavation of one (1)acre ofmore of land area or a part ofal larger plan of development or sale. The developer shall submit a copy oft the prepared Stormwater Pollution Prevention Plan along with the State Water Board issued Waste Discharge Identification Number (WDID) prior to the start of construction (ntps/www.vaterboardscagovlvater issues/programs/stormwater/const II. Plans for these requirements shall be included in the construction plan set and shall be submitted to and approved by the City Engineer  City standards.  district.  The developer shall:  and City issuance ofa grading permit. ruction/general permit reissuance.html  5. ELECTRICAL, GAS, CABLE TELEVISION, AND TELEPHONE SERVICES a. All services (electric, cable television, and telephone) to newly constructed buildings shall be installed underground and placed per the utility providers specifications. The developer is responsible for all utility coordination and should b. The developer shall comply with all the requirements of the local utility (gas and electric), telephone, cable, and other communication companies. It shall be the responsibility of the developer to notify the local utility, telephone, cable, and other communication companies to remove or relocate utility poles where necessary. The City will not accept first submittal of improvement plans without proof that the developer has provided the improvement plans and documents showing all proposed work to the utility, telephone, cable, and other The developer must make provisions for the installation of street lighting. The location of streetlights shall be approved by the City Engineer at the time of  coordinate directly with the utility providers.  communication companies. improvement plan checking.  Page 8 of 13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project)  6. BOND OR DEPOSIT  a. An engineer's estimate shall be submitted for all public works improvements. The developer shall make provisions for al bond, deposit, or instrument ofcredit  on all required improvements as follows: 1. 100% faithful performance 2. 100%1 labor and materials  7. FEES  a. The developer shall pay to the City all applicable fees prior toi issuance ofa  building permit.  8. ADDITIONAL ENGINEERING REQUIREMENTS  a. Provide the City with two prints ofimprovement plans that have been prepared by b. A digital copy oft the improvement plans shall be provided to the City upon final Landscape and Irrigation plans must be submitted. Landscape plans will need to comply with the City'sI Landscape Ordinance and meet MWELO Standards. Landscaping shall feature an appropriate combination ofs shade trees, shrubs, and groundcover. Any free-standing fencing should be treated with climbing vines for beautification and graffiti prevention. Landscape and lighting district required prior to àpproval of final map. Landscape and lighting district will maintain common area landscaping, streetlights, street trees and local trees as applicable. d. Mailbox facilities shall bei installed per USPS guidelines and regulations. e. Show locations of all utilities that are tol be relocated. (i.e., service poles, meters, The developer is required to notify the City inspector of all phases ofconstruction which includes but.is not limited to the installation of underground utilities, streets, etc. and obtain approvals by the City inspector at the time of construction. Within five days after the final setting ofall monuments has been completed, the engineer or surveyor shall give written notice to the City Engineer that the final monuments have been set. Upon payment to the engineer or surveyor for setting the final monuments; the developer shall present to the City Engineer evidence of the payment and receipt thereof by the engineer or surveyor. h. Itshall be the responsibility oft the developer to remove all existing structures, trees, shrubs, etc., that are within or encroaching on éxisting or proposed rights- of-way or easements. Existing street improvements shall be preserved, at the  al licensed Civil Engineer. approval.  etç.).  discretion oft the City Engineer.  B. PLANNING  1. Thej project is approved as a "Planned Development" per the Farmersville Zoning  Ordinance and subject to the following upgrades  Page 9of13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project)  2. Each lot shall bej planted with two shade trees within, five feet oft the sidewalk. Shade trees shall be ofspecies and size approved by the City Planner upon submittal ofai tree planting plan by the applicant. All trees shall be provided with 3. Street lighting within the subdivision shall be decorative antique-style street 4. Thej project shall provide stamped-colored concrete paver crosswalks at selected locations to be approved by the City Planner and City Engineer. 5. Front facades ofhomes shall be reviewed and approved by the City Planner.  root barriers.  lamps, approved by the City Engineer and City Planner  6. Allt traffic control sign postes shall be painted gloss black  7. Improvement plans (including landscaping) for the open space corridors and park/ponding basin shall be submitted and reviewed and approved by the City Planner, City Engineer and Public Works Director. Designs for the waterway open space corridors shall comply with the Farmersville Waterway/rails Master Plan. Landscaping for the park shall include turf, shrubs, shade trees, benches  and other amenities determined by the City Manager.  C. ENVIRONMENTAL  Thej project shall implement all mitigation measures identified in the Initial Environmental, Study prepared by Crawford & Bowen Planning Consultants, including:  AIR-1:  Before a construction permit is issued for the proposed Project, the Project applicant, project sponsor, or construction contractor: shall submit documentation demonstrating reasonably detailed compliance with one of the following requirements to the City of Option 1: Wheré portable diesel engines are used during construction, all off-road equipment with engines greater thari 501 horsepower shall have engines that meet or exceed either United States Environmental Protection Agency (EPA) or California Air Resources Board (CARB) Tier 3 off-road emission standards except as otherwise specified herein. If engines that comply with Tier 3, Tier 4 Interim, or Tier 41 Final off-road- emission standards are: not commercially available, then the construction contractor shall use the next cleanest piece ofoff-road equipment (e.g., Tier 2) that is commercially available. For purposes of this] project design feature, "commercially  Farmersville:  Page 10 of13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project) available" shall mean the equipment ati issue is available taking into consideration factors such as (i) critical-path timing ofo construction; and (ii) geographic proximity to the project site ofe equipment. Ifther relevant equipment is determined by the Project applicant to not be commercially available, the contractor can confirm this conclusion by providing letters.from at least two rental companies for each piece of Option 2: Prior to the issuance of any demolition, grading, or building permits (whichever occurs earliest), the Project applicant and/or construction. contractor shall prepare a construction operations plan that, during construction activities, requires all off-road equipment with engines greater than 501 horsepower to meet either the particulate matter emissions standards for Tier 3 engines or be equipped with Level 3 diesel particulate filters. Tier 3 engines shall, at a minimum, meet EPA or CARB particulate matter emissions standards for Tier 3 engines. Alternatively, use of CARB-certified Level 3 diesel particulate filters on off-road equipment with engines greater than 501 horsepower can be used in lieu of Tier 3 engines ori in combination with' Tier 3 or better engines. The construction contractor shall maintain records documenting its efforts to comply with this requirement, including equipment lists. Off-road equipment descriptions and information shall include, but are not limited to, equipment type, equipment manufacturer, equipment identification number, engine model year, engine certification (Tier rating), horsepower, and engine serial number. The Project applicant and/or construction contractor shall submit the construction operations plan and records of compliance to the City of] Farmersville.  off-road equipment that is ati issue.  BIO-1: Protect nesting birds.  1. To the extent practicable, construction shall be scheduled to avoid the nesting season, which extends from February through August. 2. Ifit is not possible to schedule construction between September and January, pre-construction surveys for nesting birds shall be conducted by a qualified biologist to ensure that no active nests will be disturbed during the implementation, oft the Project.. Aj pre-construction survey shall be conducted noi more than 14 days prior to the initiation ofconstruction activities. During this survey, the qualified biologist shall inspect all potential nest substrates in and immediately adjacent to the impact areas. Ifa an active nest is found close enough to the construction area to be disturbed by these activities, the qualified biologist shall determine the extent ofac construction-free buffer to be established around the nest. If work cannot proceed without disturbing the nesting birds, work may need to be halted or redirected to other areas until nesting and fledging are completed or the nest has otherwise failed for non-construction related  reasons.  Page 11 of13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project)  CUL-1: The following measures shall be implemented:  Before initiation of construction or ground-disturbing activities associated with the Project, the City shall require all construction personnel to bé alerted to the possibility ofburied cultural resources, including historic, The general contractor and its supervisory staff shall be responsible for monitoring the construction Project for disturbance of cultural resources; Ifal potentially significant historical, archaeological, or paleontological resource, such as structural features, unusual amounts of bone or shell, artifacts, human remains, or architectural remains or trash deposits are encountered during subsurface construction activities (i.e., trenching, grading), all construction activities within a 100-foot radius of the identified potential resource shall cease until a qualified. archaeologist evaluates the item fori its significance and records the item on the appropriate State Department of Parks and Récreation (DPR) forms. The archaeologist shall determine whether the item requires further study. If, after the qualified archaeologist conducts appropriate technical analyses, the item is determined to be significant under California Environmental Quality Act, the archaeologist shall recommend feasible mitigation measures, which may include avoidance, preservation in place or other appropriate measure, as outlined in Public Resources Code section 21083.2. The City of Farmersville shall implement said measures.  archeological and paleontological resources;  and  CUL-2: The Project applicant shall incorporate into the construction çontract(s) a provision that ini the event a fossil or fossil formations are discovered during any subsurface construction açtivities for the proposed Project (i.e., trenching, grading), all excavations within 100 feet ofthe find shall be temporarily halted until the find is examined by a qualified paleontologist, in accordance with Society ofVertebrate Paleontology standards. Thej paleontologist shall notify the Project applicant, who shall coordinate with the paleontologist as to any necessary investigation of the find. Ift the find is determined tol be significant under CEQA, the City shall implement those measures, which may include avoidance, preservation in place, or other appropriate measures, as  outlined in Public Resources Code section 21083.2.  TRA-1  The. Applicant shall pay the City of Farmersville for their Fair Share Portion of the. intersection improvements described in Table 1, in order to maintain or improve the operational level of service of the street system in the Project vicinity.  Page 12of13    Farmersville City Council  Resolution 2024-04 (Tentative Subdivision Map for Kaweah Point Project)  Table 1  Future Intersection Improvements  # 6 8 9 TRA-2:  Intersection Farmersville Rd & Front St Hacienda Dr & Visalia Rd Virginia Ave & Visalia Rd  Total Improvements Required by 2043 Signal Signal Signal  Project Share 8.83% 6.69% 4.51%  The applicant shall install ADA compliant wheelchair ramps at the following locations  (as shown on Figure 1):  Costner Street & Steven Avenue (2 ramps) Virginia Avenue & Ash Street (4 ramps) June Avenue & Ash Street (2 ramps) Steven Avenue & Ash Street (2 ramps)  Figure 1 VMT Mitigation Locations  Ashst  PROJECT SITE  Costn  Visalia Ave  Page 13 of13    CITYOF  FARMERSVILLE  City Council  Staff Report 8C  TO: FROM: DATE: RE:  Honorable Mayor and City Council Karl Schoettler, City Planner January 8, 2024  Public hearing for the Gardenia Courtyards multi-family residential and commercial project pertaining to 6.6t acres of land ont the east side ofN. Farmersville Boulevard, north of Walnut Avenue, proposing 82 multi-family residential units, and 2.7tacres  of land zoned for future commercial development.  RECOMMENDED ACTION:  Itis respectfully recommended that the City Council conduct a public hearing and vote to approve  the proposed project by taking the following actions:  Adopt Resolution No. 2024-05, approving a Mitigated Negative Declaration as the Adopt Resolution No. 2024-06, approving a General Plan Amendment for the site. Introduce Ordinance No. 522 approving a zone change for the site.  environmental finding for the project.  PROJECT DESCRIPTION:  The applicant is requesting approval of a General Plan Amendment and zone change to develop senior and family multi-family residential housing on a 6.6-acre portion of a 9.3-acre site located on the east side of Farmersville Boulevard about 625 feet north of Walnut Avenue. Exhibit' "A"is The site is currently vacant and is bordered by commercial uses to the west, County residential development to the north and east, and vacant land to the south. There is an existing gravel lane that crosses the site and provides access from Farmersville Boulevard to single family homes that exist to the east of the site (in County territory). This lane is established as an easement and will continue to exist with the proposed project, (although the lane will be paved by the project).  al location map and Exhibit "B" is an aerial photo of the site.    Existing Land Uses and Zoning  The site is currently zoned "CG" (General Commercial) and the appliçant is requesting the zoning be changed tot the "RM-2.5" (Multi Family Residential) zone for the easterly 6.6 acres of the site to accommodate the résidential project. A2.7-acre portion fronting on Farmersville Boulevard will remain commercialyzoned, allowing for future commercial development immediately at the The General Plan land use designation is proposed to be amended from "General Commercial" to "Medium High Density Residential" for the residential portion oft the site. The RM-2.5zone is Staff believes the proposed amendments are appropriate. The site has been zoned for commercial development for decades but has had no serious proposals for such development. Placing multi family residential development in this location will allow residents close access to shopping, parks and schools, and may in fact help promote additional commercial development in the area due to the additional population. The site also has good street access to major. streets The City considered compatibility with existing surrounding uses, in particular residential development in the çounty tot the east and north. It,is believed the project can be a better neighbor than a general commercial project such as a shopping center. Acommércial shopping center would likely be designed in a fashion with buildings on the east and north sides of the site, with serviçes entrances, trash dumpsters, lighting, behind the buildings etc. that would negatively impact these residences. In addition, the proposed multi-family project has been designed with buildings away from the east and north property lines, to reduce "overlook" from the buildings to these properties. Views will further be screened by thé planting' of shade trees with large As noted above, the frontage of the site will remain designated for future commercial  street.  consistent with this designation.  (Farmersville Boulevard, Walnut Avenue and Highway 198 to the north).  canopies. developmênt. Site Plan  The Planning Commission approved the Site Plan at their hearing. on December 13, 2023. The City Council does not take action on the Site Plan, but the following overview is provided for Exhibit "C" shows the proposed site plan for the site. For the commercial area, a conceptual. site plan is shown for various potential types of commercial uses including fast food restaurants with drive thru lanes. Again, these are only conceptual and are not proposed at the current time. The site plan for the multi-family portion of the project is divided ini two with 42 units of senior housing on the north'side and 40 units of family housing on the south side of the site. A private drive will bisect the site (and will also provide access to the existing residential units to the east of the site). The existing easement will be adjusted to fit this lane. The senior housing project proposes four 2-story buildings and will feature 1- and 2-bedroom units ranging from 705 to 906 square feet. Parking (96 spaces) will be situated along the east  Council's review. and information.  2    and north sides of the site in a "loop" configuration, with a drive connection to Farmersville Boulevard. One parking space per unit will be covered with gable-style carports. Intervening areas will feature landscaping, walkways, a dog park, bocce ball court, pergola and swales for temporary storm drainagelgroundwater percolation. Additional improvements include The south side of the site is designed for family units and proposes four 2 story buildings with 10 units in each building. The buildings will feature 2- and 3-bedroom units ranging from 765to 1,000 square feet. Rents for all units (seniors and families) will be restricted to households There will also be a community building with rental office. and facilities for residents. Parking (92 spaces) will be situated along the east side as well as through the middle of the site. Other amenities will include a half basketball court, a dog park, tot lot and shade pergola. Intervening spaces will be treated with landscaping, walkways, lighting and storm drain swales. The applicant will construct 6-foot high solid masonry walls around the pèrimeter of the sité. Climbing vines will be planted at the base of the walls for beautification and graffiti prevention. The project meets all zoning standards in terms of setbacks, height, parking, density, landscaping  trash enclosures (in the parking area), lighting, and utility connections.  earning less than 60% of the Tulare County Median Income.  and fencing. Architectural Design  The buildings. are designed with a historic residential architectural character, reflecting elements of Craftsman design, including lap siding, board and batten, stone veneer and articulated trim, with double-hung windows (see Exhibit "D"). Roofs will feature composition shingles. Each unit will feature a second floor balcony and a first floor porch. Stairways to second floor units. will be concealed within the footprint of the building, which meets policies ini the Farmersville Design  Guidelines (for multi-family residential buildings). Housing Element Compliance  The project will help the City achieve. housing goals that are stipulated in the Farmersville Housing Element. As the Council is aware, the Housing Element is a part of the General Plan and sets forth State-mandated goals concerning housing production for all income levels, particularly housing for lower-income families. Units in the project will be reserved for households earning less than 60% of the Tulare County median income. The Housing Element calls for 218 lower income units to be constructed in Farmersville by the end of the year 2031 to meet the City's housing demand. This project will significantly help the City achieve this goal.  Utilities  The project will connect to nearby water and sewer lines that run under Farmersville Boulevard. Engineering and Public' Works staff report there is adequate capacity in these systems to accommodate the project. Regarding storm drainage, city facilities in this area are limited. The project will be retaining storm drainage on-site via a series of swales ini the landscape areas. The applicant will need to provide calculations to the City Engineer to verify the size and location of  thesé swales.  3    Parcel Map  The project will be submitting an application for. a parcel map to divide the. residential part of the site from the commercially-zoned portion that fronts on Farmersville Boulevard. That application  will come before the Planning Commission at a future date.  Environmental Analysis  The City commissioned a corisultant to prepare an environmental analysis of the project, as required by CEQA (California Environmental Quality Act). The study determined the project would not have any significant impacts on the environment, provided that mitigation measures are included in the project's construction. Mitigation measures were identified regarding: Biological Resources: Construction should be scheduled to avoid the bird nesting season. Ift that is not practical, a pre-construction survey must be done to determine the presence of any nearby Cultural Resources: Construction workers shall be trained to recognize cultural resources that may be uncovered during construction. Ifresources are found during construction, an archaeologist shall review the find and devise appropriate measures. Traffic: The project will generate new' traffic. According to the traffic study prepared for the project, it will generate approximately 478 daily trips with 44 trips during the morning peak hour and 491 trips during the afternoon peak hour. Eventual development of the commercial pads would likely generate signifiçantly more traffic, depending on what is actually built (e.g. fast food The multi-family project will have two connections to Farmersville Boulevard = the central access drive and a secondary lane situated along the rorth side of the site. Because of the recently- installed landscaped median on Farmersville Boulevard, vehicles will be restricted to making only In addition, the project location. is expected to enable residents to make some trips by walking or by bicycle - to nearby stores, restaurants, schools and parks -1 thereby potentially reducing The traffic impact study did identify several mitigation measures that should be required to offset 1. Afair share contribution of 1.1% toward future signalization of the intersection of 2. Reconstruction of three of the pedestrian curb ramps at the corner of Farmersville Boulevard and' Walnut Avenue. The identificiation of these mitigations came about as a result of the study's analysis using the nèw "vehicle miles traveled" metric now required by State law. Installation of the curb ramps will help to improve the feasibility of walking.  active nests and avoidance measures must then be implemented.  restaurant, offices, etc.).  right turns into the site and right turns out of the site.  vehicle traffic. -  the project's impacts on local streets. These include:  Farmersville Boulevard and Front Street  Planning Commission Hearing  The Farmersville Planning Commission conducted a public hearing to considèr the project on December 13, 2023. Two property owners from immediately east of the site (across the City/County boundary) spoke in opposition to the project. Their concerns were general in nature,  4    including the City growing before "fixing" existing neighborhoods, of apartments being built at this location, the potential occupants oft the apartments, and potential for noise and traffic. Staff responded that consideration has been given to the site plan to minimize potential impacts to neighboring properties. The (two story) buildings have been shifted away from the property lines so that residents will not be overlooking into adjacent properties. Further trees will be planted along the property line to provide screening. Light fixtures will be hooded and adjusted to reduce night time lighting impacts. Finally the perimeter of the site will feature a 7-foot high block In addition, it was noted that were the site to remain zoned for commercial development, it is possible that any resulting project (such as a shopping center) would be designed so that service areas (behind the buildings) would be situated immediately up against the property line, resulting int the potential for noise, lighting, and odors, as delivery trucks come and go and trash is thrown into dumpsters, etc. From this perspective, the proposed multi-family project should have Following discussion the Commission voted unanimously to recommend approval of the project. As required by law, a public hearing notice was published in the Exeter Sun Gazette newspaper and notices were mailed to all property owners within 300 feet of the site, at least 10 days before  wall = to reduce noise and provide visual buffering.  reduced impacts on neighboring properties.  COORDINATION. & REVIEW:  the City Council's hearing.  CONSISTENCY WITH ADOPTED GOALS, PLANS,AND PROGRAMS:  The proposed project is consistent with city policies and standards, including the 2025 Farmersville General Plan, Farmersville Zoning Ordinance, Farmersville Subdivision Ordinance  and Farmersville Improvement Standards Manual.  FISCAL IMPACT:  Each unit that is developed on the site will be required to pay the City's Development Impact Fees. Further, once developed, each unit will pay monthly utility charges. These fees/charges  will also apply to future commercial development on the site.  CONCLUSION:  The project has been-reviewed by City department heads, including planning, engineering, public works, fire, police, and administration, who have provided conditions of approval that will be applied to the project. Staff is therefore recommending approval of the project, as is the Planning  Commission. Attachments: Resolution 2024-05 Resolution 2024-06 Ordinance 522  5    Exhibit "A'(Location Map)  State Highway 198  Project Location I 99  Walnut Ave.  ETTA  Railroad  Visalia Road  north  6    Exhibit "B": (Aerial Photo)  Project Location  HartleyAV  Walnut Ave  EWalnutSt  Farmersville. High School  north  7    Exhibit "C": (Site Plan)  I  H LHEHJULES  I  G.PA  (BLDG.TYPECD  SENIORAPARTMENTS  PRMATEDRIVE  FAMILYAPARTMENTS  BLDG. PAD! 6,9605 S.F AU DG.PAJ 800S  LEJL EI -1  OVERALL SITE PLAN CCALE  8    Exhibit "D": (Architectural Façade Drawings)  Building Type "A"  imimmict  9    OI  -  p  a8 odAL Buiping    Proposed Office/Clubhouse  OBOABDAR BATIEN  11    RESOLUTION202405 BEFORE THE CITY COUNCIL CITY OF FARMERSVILLE  COUNTY OF TULARE, STATE OF CALIFORNIA  ARESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERSVILLE ADOPTING Al MITIGATED NEGATIVE DECLARATION ASTHE ENVIRONMENTAL FINDING FOR' THE GARDENIA COURTYARDS DEVELOPMENT PROJECT (INCLUDING GENERAL PLAN AMENDMENT/ZONE CHANGE 2023-01 AND SITE PLAN  REVIEW: 2023-01)  WHEREAS, a request was submitted by AMG Associates, LLC, PO Box 260770, Los Angeles, CA for a development project on two existing parcels containing approximately 9.3tacres on the east side of Farmersville Boulevard, approximately 625 feet north of Walnut Avènue (Assessor Parcel Numbers III-290-015 and 111-290-017). The project is a multi-family development for seniors and families and also outlots for future commercial development, and  WHEREAS, specific requests include: AGeneral Plan Amendment to: acres of the site. Az zone change as: follows:  Apply the "Medium High Density Residential land use designation on the easterly 6.6 Apply the "RM-2.5 zone (Multi-Family Residential) to the easterly 6.6 acres of the ASite Plan Review to develop the easterly 6.6 acres of the site with multi-family residential housing including 42 senior units and 40 family units. Associâted improvements will including parking, driveways, landscaping, lighting, recreational features, trash enclosures WHEREAS, the City has prepared an Initial Environmental Study to evaluate potential impacts to the énvironment that may result from the project, consistent with the Guidelines of the  site.  and utility connections, among others.  California Environmental Quality Act (CEQA), and  WHEREAS, the study was circulated for public review and comment, and at the end of the WHEREAS, the study determined the project would have no significant impacts on the environment, provided that mitigation measures are incorporated into the design, construction and operation of the project. These measures are listed inl Exhibit "A"ofthis resolution, and  comment period no substantive comments had been received, and  -1-,    Farmersville City Council Resolution 2024-05  Environmental Finding, for Gardenia Courtyards Project  WHEREAS, the City has notified property owners.within 300 feet of the site of the proposed project, and has also published a notice of the City Council hearing in the newspaper, at least ten  days before the hearing; and  WHEREAS, the City Council has considered this matter and accepted evidence and NOW THEREFORE BE IT RESOLVED that, the City Council, after considering all the evidence presented, determined the following findings were relevant in evaluating this project: 1. The project is consistent with the Farmersville General Plan and the Farmersville Zoning 2. The project will not have a significant impact on the environment provided that mitigation measures are incorporated into the project design and operation, and a Mitigated Negative Declaration has been prepared, consistent with the Guidelines of the California Environmental  testimony.  Ordinance, as amended.  Quality Act. Mitigation measures are listed in Exhibit"A" ofthis Resolution.  3. The project will not have an adverse impact on the health, safety and welfare of residents  in the neighborhood or community.  NOW THEREFORE BE IT RESOLVED that the City Council hereby adopts a Mitigated Negative  Declaration as the environmental finding for the proposed project. The foregoing resolution was adopted upon a motion of Council member the 8th of January, 2024, by the following roll call vote:  second  by Council member AYES: NOES: ABSENT: ABSTAIN:  ata regular meeting of the Farmersville City Council on  Tina Hernandez, Mayor  Rochelle Giovani, City Clerk  -2-    Farmersville City Council Resolution 2024-05  Environmental Finding. for Gardenia Courtyards Project  Exhibit "A": Mitigation Measures  MMAIR-1:  Before a construction permit is issued for the proposed Project, the Project applicant, Project sponsor, or construction contractor shall submit documentation demonstrating reasonably detailed compliance with one of the following requirèments to the City of Option 1) Where portable diesel engines are used during construction, all off-road equipment with engines greater than 50 horsepower shall have engines that meet or exceed either United States Environmental Protection Agency (EPA) or California Air Resources Board (CARB) Tier 4 Interim off-road emission standards excépt as otherwise specified herein. Ifengines that comply with Tier 4 Interim or Tier 4 Final off-road emission standards are not commercially àvailable, then the construction contractor shall use the next cleanest piece of.off-road equipment (e.g., Tier 3) that is commercially available. For purposes of this Project design feature, "commercially available" shall mean the equipment at issue is available taking into consideration factors such as (i) critical-path timing of construction; and (ii) geographic proximity to the Project site of equipment. If the relevant equipment is determined by the Project applicant to not be commercially available, the contractor can confirm this conclusion by providing letters from at least two rental companies for each piece of Option 2) Prior to the issuance of any demolition, grading, or building permits (whichever occurs earliest), the project applicant and/or construction contractor shall prepare a construction operations plan that, during construction activities; requires all off-road equipment with engines greater than 50 horsepower to meet either the particulatè matter emissions standards for Tier 4 Interim engines or be equipped with Level 3 diesel particulate filters. Tier 4 Interim engines shall, at a minimum, meet EPA or CARB particulate matter emissions. standards for Tier 4 Interim engines. Alternatively, use of CARB-certified Level 3 diesél particulate filters on off-road equipment with engines greater than 50 horsepower can be used in lieu of Tier 4 Interim engines or in combination with Tier 4 Interim or better engines. The construction contractor shall maintain records documenting its efforts to comply with this requirement, including equipment lists. Off-road equipment descriptions and information shall include, but are not limited to, equipment type, equipment manufacturer, equipment identification number, engine model year, engine certifiçation (Tier rating), horsepower, and engine,serial number. The Project applicant and/or construction contractor shall submit the construction operations plan  Farmersville:  off-road equipment that is at issue.  and records ofcompliance to the City of Farmersville.  -3-    Farmersville City Council Resolution 2024-05  Environmental Finding for Gardenia Courtyards Project  BIO-1: Protect nesting birds.  1.To the extent practicable, construction shall be scheduled to avoid the nesting season, 2. Ifit is not possible to schedule construction between September and January, pre- construction surveys for nesting birds shall be conducted by a qualified biologist to ensure that no active nests will be disturbed during the implementation of the Project. A pre-construction survey shall be conducted no more than 14 days prior to the initiation of construction activities. During this survey, the qualified biologist shall inspect all potential nest substrates in and immediately adjacent to the impact areas. Ifan active nest is found close enough to the construction area to be disturbed by these activities, the qualified biologist shall determine the extent of a construction-free buffer to be established around the nest. If work cannot proceed without disturbing the nesting birds, work may need to be halted or redirected to other areas until nesting and fledging are completed or the nest has otherwise failed for non-construction related reasons.  which extends from February through August.  CUL-1: The following measures shall be implemented:  Before initiation of construction or ground-disturbing activities associated with the Project, the City shall require all construction personnel to be alerted to the possibility. of buried cultural resources, including historic, archeological and The general contractor and its supervisory staff shall be responsible for monitoring the construction Project for disturbance of cultural resources; and Ifay potentially significant historical, archaeological, or paleontological resource, such as structural features, unusual amounts of'bone or shell, artifacts, human remains, or architectural remains or trash deposits are encountered during subsurfaçe construction activities (i.e., trenching, grading), all construction activitiés within a 100-foot radius of the identified potential resource shall cease until a qualified archaeologist evaluates the item for its significance and records the item on the appropriate State Department of Parks and Recreation (DPR) forms. The archaeologist shall détermine whether the item requires further study. If, after the qualified archaeologist conducts appropriate technical analyses, the item is determined to be significant under California Environmental Quality Act, the 'archaeologist shall recommend feasible mitigation measures, which may include avoidance, preservation in place or other appropriate measure, as outlined  paleontological resources;  -4-    Farmersville City Council Resolution 2024-05  Environmental Finding for Gardenia Courtyards Project  in Public Resources Code section 21083.2. The City of Farmersville shall CUL-2: The Project applicant shall incorporate into the construction contract(s) a provision that in the event a fossil or fossil formations are discovered during any subsurface construction activities for the proposed Project (i.e., trenching, grading), all excavations within 100 feet of the find shall be temporarily halted until the find is examined by a qualified paleontologist, in accordance with Society of Vertebrate Paleontology standards. The paleontologist shall notify the Project applicant, who shall coordinate with the paleontologist as to any necessary investigation of the find. If the find is determined to be significant under CEQA, the City shall implement those measures, which may include avoidance, preservation in place, or other appropriate measures, as outlined in Public  implement said measures.  Resourçes Code section 21083.2.  TRA-1  The Applicant shall pay the City of Farmersville for their Fair Share Portion of the intersection improvements described in Table 1, in order to maintain or improve the operational level of service of the street system in the Project  vicinity.  Table1  Future Intersection Improvements  #  Intersection 6 Farmersville Rd & Front St  Total Imptovements Required by 2043 Signal  Project Share 1.1%  TRA-2  The applicant shall install ADA compliant wheelchair ramps at the following locations:  Farmersville Road & Walnut Avenue' (3 ramps)    RESOLUTION 2024-06 BEFORE THE CITY COUNCIL CITY OF FARMERSVILLE  COUNTY OF TULARE, STATE OF CALIFORNIA  ARESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERSVILLE APPROVING A GENERAL PLAN LAND USE AMENDMENT FOR THE GARDENIA COURTYARDS DEVELOPMENT PROJECTI LOCATED ON A 6.6-ACRE PORTION OF A 9.3-ACRE SITE SITUATED ON THE EAST SIDE OF FARMERSVILLE BOULEVARD APPROXIMATELY 625 FEET NORTH OF WALNUT AVENUE WHEREAS, a request was submitted by AMG Associates, LLC, PO Box 260770, Los Angeles, CA for a development project on two existing parcels çontaining approximately 9.3tacres on the east side of Farmersville Boulevard, approximately 625 feet north of Walnut - Avenue (Assessor Parcel Numbers 111-290-015 and 111-290-017). The project is a multi-family dèvelopment for seniors and families and also outlots for future commercial development, and  WHEREAS, specific requests include: AC General Plan Amendment to: 6.6 acres oft the site. Azone change as follows:  Apply the "Medium High Density Residential land use designation on the easterly  Apply the "RM-2.5 zone (Multi-Family Residential) to the easterly 6.6 acres of ASitel Plan Reviewi to develop the easterly 6.6 acres ofthe site with mull-amlyresidenta. housing including 42 senior units and 40 family units. Associated improvements will include- a clubhouse, parking, driveways, landscaping, lighting, recreational features, trash WHEREAS, the City has prepared an Initial Environmental Study to evaluate potential impacts to the environment that may result from the project, consistent with the Guidelines ofthe  the site.  enclosures and utility connections, among others.  California Environmental Quality Act (CEQA), and  WHEREAS, the City has notified property owners within 300 feet of the site of the proposed project, and has also published a notice of the City Council hearing in the newspaper, at  least ten days before the hearing; and  -1-    Farmersville City Council Resolution 2024-06  General Plan Amendment and Zone Change for Gardenia Courtyards Project  WHEREAS, the City Council has considered this matter and accepted evidence and NOW THEREFORE BE IT RESOLVED that, the City Council, after considering all the evidençe presented, determined the following findings were relevant in evaluating this project: 1. The project is consistent with the Farmersville General Plan and the Farmersville 2. The project will not have a significant impact on the environment provided that mitigation measures are incorporated into the project design and operation, and a Mitigated Negative Declaration has been prepared, consistent with the Guidelines of the California  testimony.  Zoning Ordinance, as amended.  Environmental Quality Act.  3. The project will not have an adverse impact on the health, safety and welfare of  residents in the neighborhood or community.  NOW THEREFORE BE IT RESOLVED that the City Council approves the General Plan  Amendment (as shown in Exhibit "A"): for the proposed project site. The foregoing resolution was adopted upon ai motion of Council member Council on the 8th of. January, 2024, by the following roll call vote:  second by Council member  at a regular meeting oft the Farmersville City  AYES: NOES: ABSENT: ABSTAIN:  Tina Herandez, Mayor  Rochelle Giovani, City Clerk  -2-    Farmersville City Council Resolution 2024-06  General Plan Amendment and Zone Change for Gardenia Courtyards Project  Exhibit "A": Proposed General Plan Land Use Amendment and Zone Change  TERESA  TERRYAVE  AVE291 DILLOND  Proposed Land Use Designation: "Medium High Density Residential"  TEDDYST  de  GREG WKIRSTENI a WCARDLYNST WMARIYNIST  E a  PRVT  WALNUTAVE  Walnut Ave.  RINTACI  ASHLEYST  north    ORDINANCE NO. 522  AN ORDINANCE OF THE CITY OF FARMERSVILLE, COUNTY OF TULARE, STATE OF CALIFORNIA, AMENDING ORDINANCE NO. 319 (AS AMENDED) OF THE CITY OF FARMERSVILLE, RELATING TO THE CLASSIFICATION OF THE ZONE OF  PARTICULAR PARCELS OF REAL PROPERTY.  The City Council of the City of Farmersville does ordain as follows:  SECTION 1. Sections 17.12.020 and 17.12.030 of the Municipal Code of the City of Farmersville, are amended by changing the Zoning Map for two parcels located on the east side ofN. Farmersville Boulevard approximately 625 feet north of Walnut Avenue. (Assessor Parcel Numbers 111-290-015 and 111-290-017) as shown on Exhibit 1. SECTION 2. Severability. Ifa any part of this Ordinance is held to be invalid for any reason, such decision shall not affect the validity of the remaining portions of this Ordinance, and the City Council hereby declares that it would have passed the remainder of this Ordinance, as if such invalid portion thereof had been deleted. SECTION 3. This ordinance shall take effect thirty (30) days after its passage. SECTION 4. The City Clerk is hereby ordered and directed to certify the passage of this Ordinance and to cause the same to be published once in a newspaper of general Ihereby certify that the foregoing Ordinance was introduced at a regular meeting of the City Council ofi the* City of Farmersville held on the 8th day of January, 2024 passed and  circulation, published in the County of Tulare.  adopted at a Regular meeting of the City Council held on the  day of January,  2024, by the following vote:  AYES: NOES: ABSTAIN: ABSENT:  Tina Hernandez, Mayor  Rochelle Giovanni, City Clerk  Page 1 1of2    Farmersville City Council  Ordinance 522 Page 2 of2  Exhibit 1: Proposed Zoning  TERESA  TERRYAVE  AVE291 DILLON  Proposed Zoning: "RM-2.5"  TEDDYS ST  GREG WKIRSTENI 44 W.CAROLYN ST WMARIYNST  PRVT  WALNUTAVE  Walnut Ave.  RINTAGT.  ASHLEY-ST  north    CITYOF  FARMERSVILLE  City Council  Staff Report 8D  TO: FROM: DATE:  Honorable Mayor and City Council Lisa Wallis-Dutra, Assistant City Engineer  January 8, 2024  SUBJECT: Crosswalk Improvement Study  RECOMMENDED ACTION:  That the City Council review and discuss the safety analysis and recommendations for the following four existing pedestrian crossings: 1) North crossing of Farmersville Boulevard at Costner Street, 2) East side crossing of Ash Street at Hester Avenue, 3) East side crossing of Ash Street at Steven Avenue, and 4) Midblock crossing on Virginia Avenue at Farmersville  Junior High School (between Front Street and Ash Street).  BACKGROUND and DISCUSSION:  Each existing crosswalk location was analyzed to recommend pedestrian safety improvements. Recommendations are based on current best practices and guidelines of Caltrans and the Existing weekday traffic volume counts (including vehicle, pedestrian, and bicycles) were taken at the studied locations by Metro Traffic Data, Inc. on Thursday, November 2, 2023, for a 24- hour period. Crash records for a seven-year period from 2016 to 2022 were also obtained from the California Highway Patrol (CHP) Statewide Integrated Traffic Records System (SWITRS) and analyzed. In addition to the traffic data collected, 4Creeks conducted a field investigation at the studied locations on December 19, 2023. Geometric conditions and operational characteristics were observed and noted to recommend potential safety improvements for each A summary of existing conditions and the recommended pedestrian safety improvements for each crosswalk location are noted below. More detailed information can be found in the  Federal Highway Administration.  location.  attached report.    Intersection 1 - North crossing of Farmersville Boulevard at Costner Street  This intersection is currently a multi-way stop, four-legged intersection. Farmersville Boulevard is an arterial and has two-lanes in each direction with parking on both sides of the street and a posted speed limit of 35 mph. Costner Street is a local roadway and an offset intersection that The traffic data indicates a total of 9,693 vehicles on Farmersville Boulevard and a total of4 44 bicyclists and 174 pedestrians per day at this location. The morning and afternoon peak hours are 7:15. AM to 8:15. AM and 3:15 PM to 4:15 PM, respectively. During the AM peak hour, there were no bicyclists and seven. pedestrians crossing the existing crosswalk location. During the PM peak hour, there were no bicyclists or pedestrians crossing the existing crosswalk location. Three crashes occurred during the seven-year study period at this intersection: one in 2016, 2019, and 2020. The 2020 crash involved a pedestrian; however, it was a property damage only The City. recently completed a pavement rehabilitation project which eliminated the crosswalk and there are no existing pedestrian crossing signs. Based on the low pedestrian crossing volumes, crash history, and offset intersection geometrics, it is recommended that the crosswalk not be reinstalled. However, it should be noted that per the California Manual on Uniform Traffic Control Devices (CA MUTCD), "Notification to the public shall be given at least 30 days prior to the schèduled removal of an existing marked crosswalk. The notice of proposed removal shall inform the public how to provide input related to the scheduled removal and shall be posted at Although a marked crosswalk is not recommended at this location, any pedestrians that may cross would still be crossing in what is considered an unmarked crosswalk. Therefore, itis recommended that the City repair and upgrade the streetlighting and reconstruct the corner  does not align straight across Farmersville Boulevard.  crash and pedestrian right of way was noted as the primary crash factor.  the crosswalk identified for removal. Refer to CVC21950.5."  returns/ramps to meet current ADA standards.  Intersection 2- East side crossing of Ash Street at Hester Avenue  This intersection is currently a T-intersection with a stop sign on Hester Avenue. Ash Street and Hester Avenue are both local streets with one lane in each direction and parking on both sides of the street. J.E. Hester Elementary is located at the southwèst corner of the intersection. The traffic data indicates a total of 1,447 vehicles on Ash Street and a total of 25 bicyclists and 34 pedestrians per day at this location. The morning and afternoon peak hours are 7:15. AM to 8:15AM and 4:30 PM to 5:30 PM, respectively. During both the AM and PM peak hours, there were no bicyclists or pedestrians crossing the existing crosswalk across the east leg of Ash Street, and overall, there were more pedestrians crossing the west leg of Ash Street. There were no crashes reported at this location during the seven-year study period. Due to the higher demand for crossing on the west leg of the intersection, and the west leg of the intersection also being the boundary of the elementary school, it is recommended that the school crossing be relocated there. By relocating the crossing, pedestrians will be required to cross only one roadway to get to the elementary school from the north side of Ash Street. The installation should include higher-visibility crosswalk markings, upgraded school crossing signs, adequate nighttime lighting levels, and parking restrictions on the crosswalk approaches. It is also recommended that the existing curb ramps be reconstructed to be ADA-compliant, and a new ADA-compliant curb ramp be constructed on the north side of Ash Street. As this is an    unçontrolled school crossing, it is also recommended the crossing be a pedestrian activated, solar-powered Rectangular Rapid-Flashing Beacon (RRFB) type crossing. Intersection 3- Easts side crossing of Ash Street at Steven Avenue  This intersection is currently a T-intersection with a stop sign on Steven Avenue. Ash Street and Steven Avenue are both local streets with one lane in each direction and parking on both sides of the street. Farmersville Junior High is located on the north side of the intersection. The traffic data indicates at total of 1,200 vehicles on Ash Street and a total of 10 bicyclists and 208 pedestrians per day at this location. The morning and afternoon peak hours are 7:15 AM: to 8:15. AM and 3:15 PM to 4:15P PM, respectively. During the AM peak hour, there were no bicyclists and 10 pedestrians crossing the existing crosswalk across the east leg of Ash Street. During the PM peak hour, there were no bicyclists and nine pedestrians crossing the existing Two crashes occurred during the seven-year study period at this intersection: one in 2021 and one in 2022. Both were property damage only crashes and neither involved a bicyclist or Although the data shows the crossing demand was higher on the west leg of the intersection, there is an existing drive approach and gate entrance to the ball fields at the school on the west side of the intersection. Therefore, the existing crosswalk on the east leg is recommended to remain. The existing school crosswalk is a higher-visibility crosswalk with compliant school crossing signs, and: there is an existing streetlight on the southeast corner. However, visibility may be restricted due to parked vehicles on Ash Street. Therefore, it is recommended that parking be restricted on the approaches to the crosswalk to allow for the appropriate visibility of pedestrians. Existing curb ramps should be reconstructed to be ADA-compliant, and a new ADA-compliant curb ramp should be constructed for the crosswalk on the north side of Ash Street. It is also recommended a pedestrian activated, solar-powered RRFB be installed to enhance pedestrian conspicuity and increase driver awareness at this location. The City has a street improvement project planned for the area this next year. Any proposed improvements, including curb ramps; RRFBs, signing, and striping, can be incorporated into this Intersection 4- Midblock crossing on Virginia Avenue at Farmersville Junior High School The crosswalk on Virginia Avenue is located at the entrançe driveway to Farmersville Junior High School. Virginia Avenue is a local roadway with one lane in each direction, parking on both sides of the street, and a 25-mph speed limit. Farmersville Junior High is on the east side of the The traffic data indicates a total of 956 vehicles on Ash Street and a total of four bicyclists and 59 pedestrians per day at this location. The morning and afternoon peak hours are 7:15 AM to 8:15 AM and 12:00 PM to 1:00 PM,respectively. During the AM peak hour, there were no bicyclists and 12 pedéstrians crossing the existing crosswalk across Virginia Avenue. Seven pedestrians crossed outside of the existing crosswalk north of the existing driveway. During the PM peak hour, there were no bicyclists and three pedestrians crossing at the. existing crosswalk. In addition, one pedestrian crossed outside of the existing crosswalk north of the existing  crosswalk.  pedestrian.  street improvement project.  crosswalk.  driveway during the PM peak hour.    One crash occurred during the seven-year study period in 2016 at this intersection. It was a Given the low pedestrian crossing volumes, as well as this being a residential area with a 25- mph speed limit, low ADT, and no pedestrian crash history, there does not appear to be a need for a school crossing at this location. Iti is recommended the existing school crosswalk be removed, including the associated school crossing signs. Again, like Location 1 noted above, removal of a crosswalk requires notification to the public of at least 30 days prior to the  property damage only crash- and did not involve a bicyclist or pedestrian.  scheduled removal.  It appears that some of the pedestrians crossing are due to school drop-offs on the west side of Virginia Avenue and students crossing the street. However, the school appears to have a drop- off zone on-site. It is recommended the City coordinates with the school to educate parents about appropriate drop-off procedures to reduce the number of pedestrians crossing during Ifthe City wishes for the crosswalk to remain, an appropriate location should be determined once drop-off procedures are discussed with the school. The appropriate location will require ADA-compliant curb ramps on both sides of the street, parking restrictions on the crosswalk approaches, and adequate nighttime lighting levels. As this is a residential area, it is likely that at least one residence would lose parking along their frontage to provide the curb ramp and necessary parking restrictions for visibility. The existing signing and striping shall also be The City has a street improvement project planned for the area this next year. Should the City wish for the crosswalk to remain, any proposed improvements, including curb ramps, signing,  peak hours.  upgraded to current CAI MUTCD standards.  and striping, can bei incorporated into this street improvement project.  ALTERNATIVES: FISCAL IMPACT:  ATTACHMENTIS): Crosswalk Improvement Study, January 4, 2024    CROSSWALK MPROVEMENT STUDY  city of Farmersville, CA  January 4, 2024  4CREEKS  324 S. SANTA FE STREET, SUITE A Phone: 559-802-3052  VISALIA, CA 93292  Email: sowd@4-creexs.com    1  Crosswalk improvement Study  Introduction  This report has been prepared to present the results of a crosswalk improvement study conducted by 4Creeks for the existing crosswalks at the following four locations: Location 1- North crossing of Farmersville Boulevard at Costner Street Location 2- - East side crossing of Ash Street at Hester Avenue Location 3 - East side crossing of Ash Street at Steven Avenue  Location 4 - Midblock crossing on Virginia Avenue at Farmersville Junior High School  (between Front Street and Ash Street)  Each location was analyzed to recommend pedestrian safety improvements. The analyses for each location may have considered, but not be limited to, the number of lanes, distance of crossing from adjacent signalized intersections, pedestrian volumes and delays, average daily traffic (ADT), posted speed limit, geometry of the location, availability of streetlighting, possible  crosswalk removal and/or relocation, and stopping sight distances.  Existing Conditions  Location1- FarmersVille Boulevard at Costner Street  The studied intersection is currently a multi-way stop, four-legged intersection. Farmersville Boulevard is a north-south arterial and is one of the City's commercial main streets. Near the studied intersection, there are. two lanes in each direction with parking on both sides of the street and a posted speed limit of 35 mph. Farmersville Boulevard is also a designated truck route and bike route per the City's General Plan. Costner Street is a local roadway with parking on both sides of the street. Costner Street is an offset intersection and does not align straight across Farmersville Boulevard. The studied intersection is in the central commercial zoning. Until recently, there was an existing crosswalk on the north side of the intersection crossing Farmersville Boulevard. Because Costner Street is an offset intersection the crosswalk was not straight and bent in the center. However, the City recently completed a pavement rehabilitation project which eliminated the crosswalk, at least temporarily. There are also no existing crosswalk warning signs or pavement markings. There are existing curb ramps on the northwest, northeast, and southeast corners; however, none meet current requirements of the Americans with Disabilities Act (ADA). Although there is no streetlighting on the northwest or northeast corners at the crosswalk location, there are existing streetlights on the southeast and southwest corners. Neither existing streetlight was operational during an evening site visit  although adjacent streetlights north and south of the location were.  www.4-creeks.com    2  Location2-Ash Street at Hester Avenue  The studied intersection is currently a T-intersection with a stop sign on Hester Avenue. Ash Street and Hester Avenue are both local streets with one lane in each direction and parking on both sides of the street. The studied intersection is located primarily in residential zoning; however, J.E. Hester Elementary School is located at the southwest corner of the intersection and Farmersville Community Center and Armstrong Park are to the west of the intersection. Until recently, there was an existing school crosswalk on the east leg of the intersection crossing Ash Street. However, the City recently completed a pavement rehabilitation project which eliminated the crosswalk, at least temporarily. The existing school crossing warning signs are non-standard. There are existing curb ramps on the southwest and southeast corners, but no curb ramp for the crosswalk on the north side of Ash Street. None of the existing curb ramps are ADA-compliant. There is one existing streetlight at the southeast corner.  Location 3- Ash Street at Steven Avenue  The studied intersection is currently a T-intersection with a stop sign on Steven Avenue. Ash Street and Steven Avenue are both local streets with one lane in each direction and parking on both sides of the street. The studied intersection is located primarily in residential zoning; however, Farmersville Junior High School is located on the north side of the intersection. The existing crosswalk is a higher-visibility, ladder type school crosswalk on the east leg of the intersection crossing Ash Street. There are existing curb ramps on the southwest and southeast corners of the intersection, but no curb ramp for the crosswalk on the north side of Ash Street. None of the existing curb ramps are ADA-compliant. There is one existing streetlight  at the southeast corner.  Location 4- Virginia Avenue at Farmersville Junior High School The crosswalk on Virginia Avenue is located at the entrance driveway to Farmersville Junior High School. Virginia Avenue is a local roadway with one lane in each direction, parking on both sides of the street, and a 25-mph speed limit. The location is primarily in residential There are no advanced warning school crossing signs are pavement markings and the school crossing signs are non-standard. There are no curb ramps on either side of the crosswalk;  zoning; however, Farmersville Junior High is on the east side of the crosswalk.  however, there is one streetlight on the west side of Virginia Avenue.  Data Collection  Existing weekday traffic volume counts (including vehicle, pedestrian, and bicycles) were taken at the studied locations by Metro Traffic Data, Inc. on Thursday, November 2, 2023, for a 24-hour period. Metro Traffic Data also conducted delay analyses at each location to  www.4-creeks.com    3  determine the average and maximum pedestrian crossing delay; the average and maximum pedestrian crossing times; and the average, maximum, and total vehicle delay for each location. The collected traffic data for each location can be found in Attachment A. Inc addition to the traffic data collected, 4Creeks conducted a field investigation at the studied locations on December 19, 2023. Geometric conditions and operational characteristics were observed and noted to recommend potential safetyimprovements for each location. Locationl-Farmersville Boulevard at Costner Street.  The traffic data indicates a total of 4,736 northbound and 4,957 southbound vehicles per day for a total of 9,693 vehicles on Farmersville Boulevard at this location. The traffic data also indicates the morning and afternoon peak hours are 7:15 AM to 8:15 AM and 3:15 PM to 4:15 PM, respectively. Farmersville Boulevard volumes during the AM peak hour are 359 northbound and 367 southbound vehicles, respectively; and during the PM peak hour are 461 northbound The traffic data indicates a total of 44 bicyclists and 174 pedestrians per day at the studied intersection. There were six bicyclists in the AM peak hour and five bicyclists in the PM peak hour. There were 47 pedestrians in the AM peak hour and 35 pedestrians in the PM peak hour. During the AM peak hour, there were no bicyclists and seven pedestrians (two adults and five children) crossing the existing crosswalk across the north leg of Farmersville Boulevard at Costner Street. During the PM peak hour, there were no bicyclists or pedestrians crossing the  and 460 southbound vehicles, respectively.  existing crosswalk.  Location 2- Ash Street at Hester Avenue  The traffic data indicates a total of 852 eastbound and 595 westbound vehicles per day for a total of 1,447 vehicles on Ash Street at this location. The traffic data also indicates the morning and afternoon peak hours are 7:15 AM to 8:15 AM and 4:30 PM to 5:30 PM, respectively. Ash Street volumes during the AM peak hour are 68 eastbound and 62 westbound vehicles, respectively; and during the PM peak hour are 98 eastbound and 64 westbound vehicles, The traffic data indicates a total of 25 bicyclists and 34 pedestrians per day at the studied intersection. There were two bicyclists ini the AM peak hour and 11 bicyclists in the PM peak hour. There were 15 pedestrians in the AM peak hour and no pedestrians in the PM peak hour. During both the AMand PM peak hours, there were no bicyclists or pedestrians crossing the existing  respectively.  crosswalk across the east leg of Ash Street.  Locaition 3- Ash Street at Steven Avenue  The traffiç data indicates a total of 513 eastbound and 687 westbound vehicles per day for a total of 1,200 vehicles on Ash Street at this location. The traffic data also indicates the morning and afternoon peak hours are 7:15 AM to 8:15 AM and 3:15 PM to 4:15 PM, respectively. Ash Street  www.4-creeks.com    volumes during the AM peak hour are 112 eastbound and 108 westbound vehicles, respectively; and during the PM peak hour are: 36 eastbound and 83 westbound vehicles, respectively. The traffic data indicates a total of 10 bicyclists and 208 pedestrians per day at the studied intersection. There were no bicyclists in the AM or PM peak hour and there were 64 pedestrians in the AM peak hour and 43 pedestrians in the PM peak hour. During the AM peak hour, there were no bicyclists and 10 pedestrians (one adult and nine children) crossing the existing crosswalk across the east leg of Ash Street. During the PM peak hour, there were no bicyclists and nine pedestrians (four adults and five children) crossing the existing crosswalk. Location 4 = Virginia Avenue at Farmersville Junior High School The traffic data indicates a total of 558 northbound and 398 southbound vehicles per day for at total of 956 vehicles on Virginia Avenue at this location. The traffic data also indicates the morning and afternoon peak hours are 7:15 AM to 8:15 AM and 12:00 PM to 1:00 PM, respectively. Virginia Avenue volumes during the AM peak hour are 164 northbound and 100 southbound vehicles, respectively; and during the PM peak hour are 72 northbound and 37 southbound The traffic data indicates a total of four bicyclists and 59 pedestrians per day at the studied location. There was one bicyclist in the AM peak hour and no bicyclists in the PM peak hour. There were 24 pedestrians in the AM peak hour and 13 pedestrians in the PM peak hour. During the AM peak hour, there were no bicyclists and 12 pedestrians (one adult and 11 children) crossing the existing crosswalk across Virginia Avenue. Seven pedestrians (one adult and six children) crossed outside of the existing crosswalk north of the existing driveway. During the PM peak hour, there were no bicyclists and three pedestrians (two adults and one child) crossing at the existing crosswalk. In addition, one child crossed outside of the existing  vehicles, respectively.  crosswalk north of the existing driveway during the PM peak hour.  Crash History  The crash records for the studied locations were obtained from the California Highway Patrol (CHP) Statewide Integrated Traffic Records System (SWITRS) for a seven-year period from 2016 through 2022. During this time, there were a total of six crashes at the four studied locations. Three crashes occurred at the Farmersville Boulevard/Costner Street intersection: one in 2016, 2019, and 2020. Two crashes occurred at the Ash Street/Steven Avenue intersection: one in 2021 and one in 2022. And one crash occurred near the Virginia Avenue location in 2016. All these crashes were property damage only crashes. None of the crashes involved a bicyclist; however, the crash at the Farmersville Boulevard/Costner Street intersection in 2020 involved a pedestrian. It should be noted that pedestrian right of way was the primary crash factor recorded for the crash involving a pedestrian at Farmersville Boulevard and Costner Street.  Related crash data is included in Attachment B.  Ww.4-creeks.com    a  Crosswalk Installation  Per the California Vehicle Code, a crosswalk is either:  a. That portion of ar roadway included within the prolongation or connection of the boundary lines of sidewalks at intersections where the intersecting roadways meet at approximately right angles, except the prolongation of such lines from an alley b. Any portion of a roadway distinctly indicated for pedestrian crossing byl lines or  across a street.  other markings on the surface.  Therefore, crosswalks can be marked or unmarked at intersections and may be marked at other locations such as midblock. Crosswalks may also be controlled with a stop sign or traffic Av well-marked crosswalk not only helps direct pedestrians to a designated crossing location, but it also helps provide drivers with an expected location where pedestrians may cross the roadway. However, marked crosswalks may also create a "false sense of security" for pedestrians. And if used indiscriminately, may result in a greater number of pedestrian collisions. Per the California Manual on Uniform Traffic Control Devices (CA MUTCD), "Crosswalk lines should not be used indiscriminately. An engineering study should be performed before a marked crosswalk is installed at a location away from a traffic control signal or an approach  signal or may be uncontrolled.  controlled by a STOP or YIELD sign."  Methodology  Until recently, there were only a few California cities that had a crosswalk installation policy. The cities of Manteca, Menlo Park, Pasadena, Sacramento, and Stockton have all adopted formal policies. However, as more federal research on the subject has been conducted, more cities are beginning to establish crosswalk installation guidelines. Most of the policies are based on a comprehensive report conducted in 2002 by the Federal Highway Administration (FHWA) on the safety effects of marked versus unmarked crosswalks at uncontrolled locations. In 2018, FHWA followed up this report with a guide for improving pedestrian safety at uncontrolled crossing locations. This study uses a combination of the 2002 and 2018 FHWA reports to determine if the four studied locations are appropriate candidate sites for marked crosswalks, and if so, to determine appropriate countermeasures for the location. Table 1 summarizes the recommendations for considering marked crosswalks and other needed pedestrian improvements at uncontrolled locations based on the findings of the 2002 FHWA study. If it is determined a marked crosswalk is appropriate for a candidate location, Table 2 can then be used to further determine appropriate countermeasures to apply at the  uncontrolled crossing location.  www.4-creeks.com    6  Tablel  Recommendations for Marked Crosswalks/Pedestianimprovements:  atUncontrolled Locations*  Vehicle ADT s9,000  Vehicle ADT  Vehicle ADT  Vehicle ADT >15,000  Roadway Typé NumberafTravellanes and Median' Type)  9,000t012,000 >12,000t015,000  SpeedLimit"  <30 35 40 <30 35 40 s30 35 40 s30 35 40 mph mph mph mph mph mph mph mph mph mph mph mph  Two lanes Three lanes Multilane (4 or morel lanes) with raised median* Multilane (four or more lanes) without raised median C  C C P C C P C P P N P  C C P C C N C P N C P P P P N P N N C P N P P N N N N P N  N N N N N N  Reference:FHWASI HRT-04-100, Safety Effects of Marked Versus Unmarked Crosswalks at Uncontrolled Locations *These guidelines Include intersection and midblock locations with no traffic signals or stop signs on the approach to the crossing. They do not apply to school crossings. A two-way center turn lane, is not considered a median. Crosswalks should not be installed at locations that could present an increased safety riskt to pedestrians, such as where there is poor sight distance, complex or confusing designs, a substantial volume of heavy trucks, or other dangers, without first providing adequate design features and/or traffic control devices. Adding crosswalks alone willl not make crossings safer, nor will they neçessarily result ini more vehicles stopping for pedestrians. Whether orr not marked crosswalks are installed, it is important to consider other pedestrian facility enhancements (e.g, raised median, traffic signal, roadway narrowing, enhanced overhead lighting, traffic-calming measures, curb extensions), as needed, to improve the safety of the crossing. These. are general recommendations; good engneringvagment should be usedi ini individual cases for deciding wheret toi install crosswalks. **Where the speed limit exceeds 40 miles per hour, marked crosswalks alone should- not be used at unsignalized **The raised median or crossing island must be atl least 4f feet wide and 61 feet long to serve adequately asarefuge area for pedestrians, in accordance with MUTCD and American Association of State Highway and Transportation C=C Candidate sites for marked crosswalks. Marked crosswalks must be installed carefully and selectively. Before instailling new marked crosswalks, an engineering studyi is needed to determine whether thél location is suitable for a marked crosswalk. For ane engineering study, a site review may be sufficient at some locations, while ar morei in-depth study of pedestrian volume, vehicle speed, sight distance, vehicle mix, and other factors may be needed at other sites. Iti is recommended that a minimum utilization of 20 pedestrian crossings per peak hour (or 15 or more elderly and/or child pedestrians) be confirmed at a location before placing a high priority on the installation of a marked P=Possiblel increase! inj pedestrian crash risk may occur if crosswalks are added without other pedestrian facility enhancements. These locations should be closely- monitored and enhanced with other pedestrian crossing N=Marked crosswalks alone arei insufficient: since pedestrian crash risk may bei increased by providing marked crosswalks alone. Consider using other treatments, such as traffic-calming treatments, traffic signals with pedestrian signals where- warranted, or other substantial crossing improvements to improve crossing safety for  locations.  Officials (AASHTO) guidelines.  crosswalk alone.  improvements,fnecessary,Delore adding a marked crosswalk.  pedestrians.  www.4-creeks.com    7  Table2  Pedestrian Countermeasure Options for Roadway Conditions  Posted Speed Limit and AADT  Vehicle AADT <9,000 02 o  Vehicle AADTS 9,000-15,000 Vehicle AADT> >15,000  Roadway Configuration <30r mph 35 mph 240 mph s30 mph 35 mph 240 mph s30r mph 35 mph 240 mph  O 456 56 56456 7 90 0 5  0 0 e  0 e O 0 00 00 e 5 5 0 o 0 00 e 5 5  21 lanes (11 lone ine eoch direction) 3 lanes with raised median (1 lane ine each direction) 31 lanes w/o raised median fwo-wayl lefl-turn lone) 4+ lones with raised (2orr morel lanes ine eoch direction) 5 4+1 lanes w/o raised median (2orr more lanes ine each direction) Given the set of conditions inc a cell, Signifies that the countermeasure is a candidate treatment at ar marked uncontrolled crossing location. Signifies thot the countermeasure: should always be considered, but not mandated or required, based upon engineering judgment atar marked uncontrolled Signifies thato crosswalk visibility enhancements: should always occur inc conjunction with other dentified The absence of a number signifies that the countermeasure is generally not an appropriate treatment, but exceptions moy be considered following engineering! judgment. "shouldber noled thathe PHBand RRFB aren notbothi instolledatthes same aossing location.  56 564.56 56 56 90 07 9 7 9 5 45  0230 00 00 30 00 00  45  5 45  5  7 90 07 90 00 07 90 0 0230 00 00 30 00 00 00 00 e 0 00 00 60 00 00 00 00 789789 0789080 80080 80 80 0 00 00 00 00 00 00 00 00 e 789789 80789080 80080 80 80  (1 lonei ine each direction witha 456 56 56456 56 56456 5656  7 97 9  07 90 O 5 5  07 9 5 5 5  median  5  56 50 50 50 50 50  50 50 50  High-visibility crosswalk markings, parking restrictions on crosswalk approach, adequate nighttime lighting leveis, and crossing warning signs 2 Raised crosswalk 3 Advancey Yield Herel To (Stop Here For) Pedestrians sign andy yield (stop) line In-Street Pedestrian Crossing sign Curb extension Pedestrian refuge island Rectangular Ropid-Flashing! Beacon (RRFB)** Road Diet Pedestrian Hybrid Beacon (PHB)**  crossing location. countermeosures."  Refert toChapler4 4. Using Table ondl Toble2 2los SeldCountemeosres" forn morei informationd abouts usingn mulliple countermeasures  ousmoksdunoniolea) Thist tablew wosd developedu usingi locofions: infomationt Finaln reporta from and Zegeer recomnendedg CV. JR. Slewort, guidelines. HH FHWA Hunng No. PA FHWAHRT lagerwey, 04-1 4 100 Feggones, Weshinglon andB. DC Compbel FHWA (2005). Monualo on Safely Uniform eflects Traffic dmatedy Controll versusu Devices. unmaked 2009 Edition Sofely (evised Guded 2012). andObunkemmeasure! Chapler 4F Pedestrionh Selections HybridBeocons System (PEDSAFE) FHWA Woshingtor hipwww pedbikesafe D.C FHWA OgPEDSAFEA Oush/ ModificotionF Zegeer, Faclors GR R (CMF)O Srinvosan Clearinghouse 6 lan. D. hipwww Corier, S Smith, mitbleringhouseog! C: Sundshom, N FHWA Thirsk Pedestrian Ji Clyon E Ferguson. andR. Von Houfen (2017). NOHRPR Report 8413 Developmento afo Cush Modification Fociors forl UhcntoledPedasitiont Crossing Traatments. Tronsportationi ResearchB Zegeer, Boord. D.C.: Wshingion andpersondli DC Thomas. interviews Thirsk withs selectedp andz Zegeer pedestrian (2016). sofety NCHRPS proctitioners. Sinihesis 498: Applicutiono ofP Pedestrian Dossingl Treatments fors Streefs andh Highways. Transporfation) Reseorch Boord. Woshington  www.4-creeks.com    8  Itis important to note that Table 1 does not apply to school crossings as the research conducted did not include them. Based on the research, the following are best practices for  considering the installation of crosswalks.  Crosswaks at uncontrolledintersections Crosswalks at uncontrolled intersections may be marked when:  The location is on a direct route to or from a pedestrian generator, such as a school, Need is demonstrated by 20 pedestrians crossing per peak hour or 60 pedestrians total Thel location is a minimum of 300 feet from a controlled crossing location; and Thel location has sufficient sight distance or will have prior to crosswalk installation (sight distance in feet should be greater than 10 times the speed limiti in mph:e.g, sight Based on engineeringwagement, other safety considerations dor not preclude a  park, hospital, transit stop, or trail; or  crossing in four hours (not necessarily consecutive); and  distance for 25 mphi is 250 feet); and  crosswalk.  Crosswalks at MidblockLocations Midblock crossings may be marked when:  Ap pedestrian generator is less than 300 feet away between traffic signal or stop- controlled intersections, or there are significant pedestrian generators on both sides of Need is demonstrated by 40 pedestrians crossing during a peak hour or 25 pedestrians Thel location is a minimum 300 feet from another crossing location; and The location has sufficient sight distance or will have prior to crosswalk installation (sight distance in feet should be greater than 10 times the speed limit in mph: e.g, sight Based on engineering, judgement, other safety considerations do not preclude a  the street; or  crossing per hour for four consecutive hours; and  distance for 25 mph is 250 feet); and  crosswalk  www.4-creeks.com    Results and Conclusions  Based on the methodology and criteria noted above, the following are the results determined  for each studied location.  Locationl- Farmersville Boulevard at Costner Street  Farmersville Boulevard is a multilane roadway without medians, has an ADT of 9,693, and a posted speed limit of 35 mph. There were only seven pedestrians crossing the south leg and' 14 pedestrians crossing the north leg of Farmersville Boulevard, respectively, in the 24-hour period data was collected. Although this location meets the ADT and roadway characteristics for a candidate location, it does not demonstrate the need based on the pedestrian volumes. The City recently completed a pavement rehabilitation project which eliminated the crosswalk and there are. no existing pedestrian crossing signs. Based on the low pedestrian crossing volumes, crash history, and offset intersection geometrics, it is recommended that the crosswalk not be reinstalled. However, it should be noted that per the CA MUTCD, "Notification to the public shall be given at least 30 days prior to the scheduled removal of an existing marked crosswalk. The notice of proposed removal shall inform the public how to provide input related to the scheduled removal and shall be posted at the crosswalk identified for Although a marked crosswalk is not recommended at this location, any pedestrians that may cross would still be crossing in what is considered an unmarked crosswalk. Therefore, it is recommended that the City repair and upgrade the streetlighting and reconstruct the corner  It also is not in a location on a direct route to or from a pedestrian generator.  removal. Refer to CVC21950.5."  returns/ramps to meet current ADA standards. Location 2- Ash Street at Hester Avenue  Ash Street near Hester Avenue is a two-lane roadway and has an ADT of 1,447. It is a school crossing, so Tableld does not apply. However, the City can still review the need for a crossing at this location based on the number of pedestrians crossing. There were only two pedestrians crossing the east leg of the intersection where the existing crosswalk was in the 24-hour period data was collected, and none were in the AM or PM peak hours. And there were eight pedestrians crossing the west leg of the intersection in the 24-hour period data was collected: Due to the higher demand for crossing on the west leg of the intersection, and the west leg of the intersection also being the boundary of the elementary school, it is recommended that the school crossing be relocated there. By relocating the crossing, pedestrians will be required to cross only one roadway to get to the elementary school from the north side of Ash Street. The installation should include higher-visibility crosswalk markings, upgraded school crossing signs, adequate nighttime lighting levels, and parking restrictions on the crosswalk  one was in the AM peak hour, and none were in the PM peak hour.  www.4-creeks.com    10  approaches. It is aiso recommended that the existing curb ramps be reconstructed to be ADArcomplanyandar new. ADA-compliant curb ramp be constructed on' the north side of Ash As this is an uncontrolled school crossing, it is also recommended a solar-powered, Rectangular Rapid-Flashing Beacon (RRFB) be installed. RRFBS are a light-emitting diode (LED)-array based light source. They are two, rectangular shaped indications installed to accompany the school crossing warning signs. They are activated by the pedestrian and flash with an alternating high frequency to enhance pedestrian conspicuity and increase driver  Street.  awareness at uncontrolled, marked crosswalks. Location 3- AshStreet at Steven Avenue  Ash Street near Steven Avenue is a two-lane roadway and has an ADT of 1,200. It is a school crossing, so Tableldoes not apply. However, the City can still review the need for a crossing at this location based on the number of pedestrians crossing. There were 46 pedestrians crossing the east leg of the intersection in the 24-hour period data was collected of which 10 were in the AM peak hour and nine were in the PM peak hour. There were 67 pedestrians crossing the west leg of the intersection in the 24-hour period data was collected of which IO Although the crossing demand was higher on the west leg of the intersection, there is an existing drive approach and gate entrance to the ball fields at the school on the west side of the intersection. For these reasons, the existing crosswalk on the east leg is recommended to remain. The existing school crosswalk is a higher-visibility crosswalk with compliant school crossing signs, and there is an existing streetlight on the southeast corner. However, visibility may be restricted. due to parked vehicles on Ash Street. Therefore, it is recommended that parking be restricted on the approaches to the crosswalk to allow for the appropriate visibility of pedestrians. It is also recommended that the existing curb ramps be reconstructed to be ADA-compliant, and a new ADA-compliant curb ramp be constructed'for the crosswalk on the north side of Ash Street, Like Location 2, it is dso-recommended a solar-powered RRFB be installed here to enhance pedestrian conspicuity and increase driver awareness at this Itis our understanding that the City has a street improvement project planned for the area this next year. Any proposed improvements, including curb ramps, RRFBS, signing, and striping, can  were in the AM peak hour and 13 were in the PM peak hour.  uncontrolled, marked crosswalk.  bei incorporated into the street improvement project.  www.4-creeks.com    11  Location 4- Virginia Avenue at Farmersville Junior High School Virginia Avenue at Farmersville Junior High School is a two-lane roadway, has an ADT of 958, and a 25-mph speed limit. It is a school crossing, sO Table 1 does not apply. However, the City can still review the need for a crossing at this. location based on the number of pedestrians crossing. There were 26 pedestrians crossing in the crosswalk in the 24-hour period data was collected of which 12 were in the AM peak hour and three were in the PM peak hour. Also, within the 24-hour period, there were 12 pedestrians that crossed north of the crosswalk on the other side of the school driveway entrance: seven in the AM peak hour and one ini the PM peak hour. As indicated in the best practices noted earlier, midblock crossings typically require a higher demand to consider installation. Given the low pedestrian crossing volumes, as well as this being a residential area with a 25-mph speed limit, low ADT, and no pedestrian crash history, there does not appear to be a need for a school crossing at this locaition. It is recommended the existing school-crosswak be removed, including the associated school crossing signs. Again, like Location Inoted above, removal of a crosswalk requires notification to the public of Ito appears that some of the pedestrians crossing are due to school drop-offs on the west side of Virginia Avenue and students crossing the street. However, the school appears to have a drop-off zone on-site. It is recommended the City coordinates with the school to educate parents about appropriate drop-off procedures to reduce the number of pedestrians crossing Ifthe City wishes for the crosswalk to remain, an appropriate location should be determined once drop-off procedures are discussed with the school. The appropriate location will require ADA-compliant curb ramps on both sides of the street, parking restrictions on the crosswalk approaches, and adequate nighttime lighting levels. As this is a residential area, it is likely that at least one residence would lose parking along their frontage to provide the curb ramp and necessary parking restrictions for visibility. The existing signing and striping shall also be  at least 30 days prior to the scheduled removal.  during peak hours.  upgraded to current CA MUTCD standards.  www.4-creeks.com    12  References  Blackburn, Lauren, Zegeer, Charles, Brookshire, Kristen. (2018). Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations. Publication FHWA-SA-17-072, FHWA, U.S. National Association of City Transportation Officials. (2013). Urban Street Design Guide. New Rectangular Rapid Flashing Beacons (RRFB). Publication FHWA-SA-2-053, FHWA, U.S. Department of Transportation. Retrieved htpshighwaysdoigovsolely/proyen-satety- mtb.#i-text-RREBSX20consata2001a20Mwok2ck2Dectenguaak2Done,2Da2Dbasedx20lightsx2 DiourcasteteREBas2ONbamscomsoanntnaoepsingn,oukzoatn State of California, California Highway Patrol (2023). SWITRS - Statewide Integrated Traffic  Department of Transportation.  York, NY. Retrieved ntps/ngctoorg/publcaton.upon-stestreat-desgn-gude.  countermeasuresrectongucr-ropacioshing-Degcons:  vers. Records  System.  Retrieved  htips//www.chpcagoy/progroms-sens-serviceslsenvices-  Intormation/swite-intr-intenet-sttewde-htegrated-totierrecorde-system  State of California, California State Transportation Agency, Department of Transportation (2023). California Manual on Uniform Traffic Control Devices, 2014 Edition Revision 7 (March 10, 2023). Retrieved mtpaldsicagoulpogomsipsngonloomuacdlemureiles State of California, Legislative Information, California Vehicle Code (2023). Retrieved nttpsl/leginfo.lgisiature.cagov/faces/cos/codesrocSelectedxhtmi2tocCode-VEHStocTitle-+Ve Zegeer, Charles V., Stewart, J. Richard, & Huang, Herman H. (2005). Safety Effects of Marked versus Unmarked Crosswalks at Uncontrolled Locations: Final Report and Recommended Guidelines. Publication HWA-HRI-04-100, FHWA, U.S S. Department of Transportation. Zegeer, Charles V., Stewart, J. Richard, & Huang, Herman. (2002). Safety Effects of Marked VS. Unmarked Crosswalks at Uncontrolled Locations: Executive Summary and Recommended Guidelines. Publication FHWA-RD-O1-075, FHWA, U.S. Department of Transportation.  hclerCodet-*VEH  www.4-creeks.com    ATTACHMENT A Locationl  MetroT Traffic Datalne. Hanford, CA93230  Multi-Modal Approach Counts   F 310N. Irwin Street- Sute20  PreparedFor:  MetroTraffic Data Inc.  LOCATION_ Farmersville Bivd@ Costner St COUNTY COLLECTION DATE Thursday, November2,2 2023  LATITUDE LONGITUDE WEATHER  36.2996127 -119:.2071469 Clear TOTALS TOTALS TOTALS TOTALS Pedestr  Tulare  Peds Vehides Bicycies Peds  12:15AN  2:15AM 2:45AM 3:0 AM AM  144 236 236 216 13  110    EEE  3353    EE a        Metro TraflicDataine, 30N.lwnena-e Hantord,CA832S0  Pedestrian & Bicycle Crossing Counts   g Fh Data MetroTraffic Inc, a00-075-6938 PhonelFs COUNTY aicycles b 1215AM  PrupardFor: 4Creks,tne. 3248SartaFes Vsala CAS3292  LOCATION_ Farmersvilo BMd@c CostnersI COLLECTIONDATE Thursdsy, November2,2 2023  LATITUDE LONGITUDE_ WEATHER  342996127 -110:2071409 Clur TOTALS TOTALB TOTALS TOTALE  Tulare (SoumLeg)  SHA Approach (Nortlag)  EBAppnch WestLeg)  WIANhEMtLN)  eds-Chas Bicyctes Peds-Adu Peds-Chs Bisydes Pots-Adu eds-Ch des Pets-Aa Peds-CNB Bicydes Pads-Adur Peds-Chid  AM    NdDEO Ndocon Ndsios NdsO! Ndocos Raoaos Ndsys Rdsya Wdore. Wdots SHG RdSFS 00:6 RdDo: 9ra Ndsyo Ndor dss Adss Ndose Ndooe NdsrL SHL RdsE Adoc Adsso AdsHs dsys RdsKs dots Ndos 919 Adsrs 09 Adsky Ndoc Ndoce Rdsi 00 Ndooy RdSyE Ad9YS Ndors MdocE RaSE MdgE coc NdeGE S7Z ndsyz Adccz Hdorz R4S2 Mdsz Ndooz Ndooz a Rasys Adri a Rdors M4or RaS Rds-n Rd001 N4oc dsrzi Hdrz Adorzs Mdorz AdSLzI Kdnz ndoozs Mdooz SYI NVYI NYCEI HVSB MVFT yoorI NVoo wVsya NVSraI EOL NVora 4 MVSIa: KYSIC Nyoco NVoo-aI WVSKS wvoc WVOCO MVS MVEG a NVOC    Rd91 a NaEE ySH JVSHL STVI01) ATVa WVooZI a Hdsr ndsyI Mdock R40I Rds RdsF Ndo0:ss RdDo a RdEYOs  PV. SZL 6L  PND-P  sap/og pIopaS mpysp spkna poos  epkag pNosped upyspag aplog HnOHMVEd (belynesy uprardyaN  ypeaxdvas  (Beyuod wpraiyes    Metro Traffic Datal Inc. 310N.1 Iwins Street- Suite20 Hanford, CA93230 B00-975-6938 PhoneFax www.melotaffcdatacom Tulare  Pedestrian Crossing Delays  F  F Metro Traffic Data Inc.  PreparedF For: 4-Creeks, Inc. 3245SantaFeSt Visalia, CA93292 36.2996127 -119.2071469 Cloar  LOCATION Farmersville Blvd @ Costner St COLLECTION DATE_ Thursday, November 2, 2023  LATITUDE LONGITUDE WEATHER  COUNTY  Crossing Major Street (Farmeravile Blvd) 3 2  Crossing Major Street (Farmersvile Blvd) 0 1 1 0 2 00:30 00:00 00:33 - 00:17 01:13 00:00 00:33 . 00:33 00:15 00:13 00:13 . 00:13 00:17 00:13 00:13 - 00:13 00:15 00:13 00:13 00:13 00:17 00:13 00:13 - 00:13 00:48 00:13 00:13 00:26  Time Pedestrian Count Averaga) Vehicle Delay Max Vehicle Delay Totaly Vehlcla Delay DEFINITIONS: Pedestrian Count  7:16 7:30 7:45 B:00 Peak! Hour 15:16 16:30 15:45 16:00 PeakHour  2 o 7  Average Pedestrian Crossing Delay 00:00 00:18 01:13 Max Pedestian Crossing! Delay 00:00 00:18 01:13 Avorage Pedestrian Crossing Time 00:17 00:15 00:14 Max Padestrian Crossing Time 00:17 00:15 00:14  00:17 00:15 00:14 00:17 00:15 00:14 00:17 00:15 00:14 Count ofp pedestrians crossing.  Average Pedestrian Crossing Delay Average time pedestrians' had tov wait forab breaki int traffic before entering the crosswalk.  Max Pedestrian Crossing Delay Maximumt time a pedestrian or group ofp pedestrians had to wait for a break int traffic before entering the crosswalk.  Average Pedestrian Crossing Time Average time fore eachi individual pedestriant toc cross. Max Pedestrian Crossing Time Maximum time observed fora a pedestrian toc cross.  Average Vehicle Delay Max Vehicle Delay Total Vehicle Delay (Allt time values reportedi ins seconds.)  Average time vehiclet traffic was stopped for a crossing event. Maximum time vehiclet trafficy was stopped. forac crossing event. Total time vehiclet traffic was stoppedf for crossinge events.  1    Location 2  MetroT Traffic Datalnc.  Multi-Modal Approach Counts   F 310N. Irwin Suite20 MetroTraffic Data Inc. 800-9  PreparedFor: 3248  LOCATION_ Hester Ave @AshSt COUNTY COLLECTIONDATE, Thursday, November2, 2023  LATITUDE LONGITUDE WEATHER  Tulare  TOTALS TOTALS TOTALS TOTALS Bleycles  ycies Peds Vehicies Bicycies Peds  12:15AM 12:30AM 12:45AM 1:30A 15AM 3:00AM 3:15AM 3:30AM AM 15AM  24  8:15AM    HPFPAPRPA  BEREEEEEEEREERE:  BEEEEEBE    260 ozz S9'0 691 Hd TVV surraped sapkoig  Rdorg a Ndor 29 PVES WVSHL. HnOHXVEd LLS STVIOLATNVG wVooz a Rdsyi NasrH a Rdoch a ndsH Rds a RdoGI Ndocu Ndsros Rdsyo a Ndcroi Rdoro a NasrDs  ZLL  Hd Hd Hd LIBL r 9z BI8L  S69  299    Metrol Traftic Datalne. 31ONI InSret-S.20  Pedestrian & Bicycle Crossing Counts  F Herfond, CA91230 MetroTaficDatalnc. 800-975-6918 PhonefFat  PrupadFar: 4Creeks,tne. 324S6ertaFas Visis, 38.5017688 -1102005683 Clez TOTALS TOTALS TOTALS TOTALS  LOCATION_ COUNTY COLLECTIONDATE Thursday, November2, 2023 NBApproach (BouthLeg) o  HestorA Ave GAshSI Tuare  LATITUDE LONGITUDE WEATHER  SBApproach NorhLeg)  EBApproach WestLeg)  WBA proach Eastler).  Brydes Peds-Adit Peds-CNad Bicycies Peds-Adut Peds-Chid Bleydes Peds-Adut Peds-Ch Blcydes Peds-Adult Peds-ChRG Bicycies Peds-Adut Peds-Chid AKP Pedestians  1215AM  0        10:45PW to 11:00PM 11:00PM to 11:15PM 11:30PM 11:5PM to. 12:00AM DAILY TOTALS PEAKHOUR Bicydles 715AM to BISAM 430PM D 6:30PM  22,  NBApproach (SouthLeg)  SBAproshleintg Chad Bicycies  EBApproach WestLeg)  WBApproach (EastLeg)  PonkH Totals icyries Pods-Adut Peds-Chid AB-Pads  Pedi-Chad Bicydes Peds-Adi Peds-Chrd Blcydes Peds-Adun Peds-chnd    Metro" Traffic Datal Inc. 310N. lmwinStreet-Sute20 Hanford, CA93230 800-975-6938 Phone/Fax wwwmotcraficdala.am Hester Ave @ AshSt Tulare  Pedestrian Crossing Delays  F MetroTaffic Data Inc.  ProparedFor. 4-Creoks, Ine. 3245SantaFeSt Visalia, CA93292 36.3017686 -119,2005683 Clear  LOCATION COUNTY  LATITUDE LONGITUDE WEATHER  COLLECTIONDATE Thursday, November: 2, 2023  Crossing Majors Street (Ash St) Crossing! Major Strect (AshSt) 0 1 0 0 1 D D o 0 D 00:00 00:00 - 00:00 00:00 00:00 00:00 00:04 00:04 00:00 00:04 00:04 00:00 00:04 00:04 00:00 00:04 00:04 00:00 00:04 00:04 00:00 Count ofp pedestrians crossing.  Time Pedestrian Count Avorage Pedestrlan Crossing Delay Max Pedestrlan Crossing Delay Average Pedestrian Crossing' Time MaxF Pedestrian Crossing Time Average Vehlcla Delay Max Vehicie Delay. TotalV Vehicle Delay DEFINITIONS: Pedestrian Count  7:16 7:30 7:45 8:00 Peak Hour 16:30 16:45 17:00 17:16 PeakHour  Average Pedestrian Crossing Delay Averaget time pedestrians had to wait fora al break Int traffic before entering the crosswalk.  Max Pedestrian Crossing Delay Maximumt time: a pedestrian or group of pedestrians hadt to wait for al breaki int traffict before enteringt the crosswalk.  Average Pedestrian Crossing Time Average time fore each individual pedestrian to cross. Max Pedestrian Crossing" Time Maximumt time observed foray pedestrian to cross.  Average Véhicle Delay Max.Vehicle Delay Total Vehicle Delay (Allt time values reportedi Ins seconds.)  Average time vehiclet traffic was stopped fora a crossing event. Maximumt time vehiclet traffic was stopped forac crossinge event. Total time vehicle traffic wass stopped for crossinge events.  1    Location 3  Metro Traffic Datalnc. 310Niwins Street- Suite20 Hanford, CA93230  Multi-Modal Approach Counts    PreparedFor:  Metro Traffic Data Inc. 800 Phona/Fax  LOCATION_ Stevens St@ AshSt COUNTY COLLECTIONDATE Thursday, November2 2, 2023  LATITUDE LONGITUDE WEATHER Peds  Tulare  -119.2133642 TOTALS TOTALS TOTALS Vehicles Bicycles Pedestrians!  Bicycles Peds Vehicles Bicycles Peds  12:15AN  53        10:16PM 19:30PM 10:30 10:46PM St:OOPK 11:00P 1:1SPM 11:16PMt :OPM 15:30PM 6o 11:4EPM 11ABPM bo. 12:00AM DAILYTOTALS 405 7:15AM B 6:16AM 40 0 21 3:15PM to 416PM 40  - 1605 10 208 1823 PH PH PH Vehtdes Blcycies Pedestrians ALL. PHF 64 324 0.59 0 45 202 0,79  56 bound  513 112 36  71 687. 10 108 17  Southbound  PEAKHOUR Venides Bkgyses Peds. Vehldes Bicyttes Peda Vehides Bkeyckes Peds Vehictes! Bkydes Peds.  33 21    Metro1 TrafficDataine. IinSreet-8m20 Phonefa acom Slevens SIGAshSt Tularo  Pedestrian & Bicycle Crossing Counts   LF MetroTraffic.D Datalnc, LOCATION COUNTY COLLECTIONDATE Thursday, November2,2023 NBApproach! Soutlag)  PraparedFar. 4Creeks, Inc, 324SSartaFast Visals, CASS292  LATITUDE LONGITUDE WEATHER  36.3017981 -11B2133842 Clear TOTALE TOTALS TOTALS TOTALS  SBApproach Northleg)  EBApproach WestLog)  WBAPpohEatIsg  Time 1Z00AM t 1215AM 12:16AM) to 12:30AM 1245AM 1:COAN ISAN 10AN AN 45 00 2:15AN ZAGAN AM SAN AM SAM 430AM AN COAN SSAM 5:30AH S:ASAN GOOAM SAN SAM 7:30AN 7:A5AM :O0AN SAM OAN SAM  Bleyclos Peds-Adnt Peds-ChBd Blcycles Peds-Adut Peds-Chnd Blcydes Peds-Adut Pods-Chid Bkycles Peds-Adut Peds-Chad Bkydes Peds-Adut Peds-Chid Pedestrians    EEEEZEEEE dm    Adsi a nds WMSIT a NVSHL SpKoE BNOH> MVd dVEN 0C STIOL ATVO wvooz a MASYH Rdgyi9 a NJOE RAOEI3 a Nas- Aag a ndoay Rdop a ndgra  "pady PINO-SP Pvsped. ppige PNDsPPS unpysped rapkoa PaNo-sped mpvspud  unpyspa spoiu pavosped oN) wrouddves  VSM  (BIsN  ESL CY OLI    Metro" Traffic Datal Inc. Hanford, CA93230 800-975-6938 PhoneFax wwwmarptraticdalacom Steven St@ @ Ash St Tulare  Pedestrian Crossing Delays  F F 310N. Irwin Street- Suite20  Metro Traffic Data Inc,  PreparedFor. 4-Creeks, Inc. 3245SantaFost Visalia, CA9 93292 36.3017961 -119.2133642 Clear  LOCATION COUNTY.  LATITUDE LONGITUDE WEATHER  COLLECTION DATE Thursday, November: 2, 2023  CrossingA Majors Street (Ash St) 5 15 0 20 6 00:02 00:00 00:04 00:06 0D:12 00:10 00:14 00:13 00:11 00:10 00:14 00:14 00:34 01:38 Count of pedestrians crossing.  Crossing Major Street! (AshSt) 4 10 2 22  Tlme Pedestrian Count Average Padestrian Crossing Delay MaxF Pedestrian Crossing Delay Averaga Pedestrlan Crossing Tlme MaxF Pedestian Crossing Time Avarage Vehlcla Dolay Max Vehicle Delay Total Vehicle Delay DEFINITIONS: Pedestrian Count  7:15 7:30 7:46 B:00 Paak Hour 16:15 15:30 16:45 16:00 PeakHour  D  00:01 00:00 00:00 D0:00 00:00 00:00 00:08 00:01 00:00 -00:01 00:00 00:01 00:11 00:12 00:14 00:13 00:09 00:12 00:14 00:18 00:19 00:16 00:10 00:19 00:10 00:16 00:14 00:12 00:09 00:13 00:14 00:19 00:19 00:16 00:10 00:19 02:10 00:49 00:58 01:02 00:18 03:05  Average Pedestrian Crossing Delay Average time pedestrians had to wait forab breaki int trafficl before entering the crosswalk.  Maxi Pedestrian Crossing Delay Maximum time a pedestrian org group ofp pedestrians had to wait fora a breaki in traffic before entering the crosswalk.  Average Pedestrian Crossing Time Average time fore eachi individual pedestriant to cross. Max Pedestrian Crossing Time Maximum time observed fora a pedestrian toc cross.  Average Vehicle Delay Max' Vehicle Delay Total-Vehicle Delay (All time valuesr reportedins seconds.)  Average time vehicle traffic was stoppedf fora a crossinge event. Maximum time vehicle traffic was stopped fora a crossing event. Total time vehicle traffic was stoppedf for crossinge events.  1    Location 4  MetroT TrafficD Datalnc. : E 310N lrwin Street- Suite20 Hanford, CA93230 Inc. 800-975-6938 Phone/Fax LOCATION_ Virginia Ave @ School Crosswalk COUNTY COLLECTIOND DATE. Thursday, November2, 2023  Multi-Modal Approach Counts  PreparedFor. 4-Creeks, Inc, 3245S Visalin, -119:215408 Clear TOTALS TOTALS TOTALS Bicycles Pedestrians! ALL  Metro Traffic Data  LATITUDE LONGITUDE WEATHER Peds  Tulare  Bicycles Peds Vehicles Bicycles Peds Vehicles lcyc  12:15AM    EEEEEEREREEEEPPEPPPEHEEEFEEEERERREE  aalalalala    vgo 2ZL 990 682 Hd TV 1zo: 69  ZI Rdoo a wdoot 19L WVSS a VsL PNAA BNOHMVd STVIOL ATVO RVocZ a Ndss Rari doEI Rdcri Rdss Rag 0015 Rdoci SYD Rasyes Ndoras Rdcros a fasos  sopkog BapPA HA Hd eS6  96C 62    ss    3EE BRERRREREI  EEEE EEEEEEE3EEEEEEEE BBEBEEEEEBEEEE  aa9 crpeppcppepAcVppecVs    NdDCI a nacozL. myS a HVSHI mpko HnoHXVEd. STVIOL ATIVO WYOZ a ndsris Rdsyn Naors Rdor Ndg RI9H a Ndo R400-19 a Ndsyos.  PR  spku EM  mpKo (Bew oxddves  piaa  SL    Metro. Traffic Data Inc. Hanford, CA93230 800-975-6938 Phone/Fax wwwmotorafictala.om Tulare  Pedestrian Crossing Delays  F 310N. Irwins Street-Suite20  Metro Traffic Datalnc  PrparedFor:. 4-Crooks,Inc. 3245SantaFeSt Visalia, CA93292 36.3033837 -119.215408 Clear  LOCATION Virginia Ave @ School Crosswalk COLLECTION DATE_ Thursday, November 2, 2023  LATITUDE LONGITUDE WEATHER  COUNTY_  Crossing Major Street Mirginla_Ave) 3 8 8  Crossing! Major Streat (Virglnla Ave)  Time Pedestrian Count Averaga Vehicia Delay Max Vehicla Delay Totaly Vehicle Delay DEFINITIONS: Pedestrian Court  7:15 7:30 7:45 8:00 Peak Hourl 12:00 12:16 12:30 12:46 PeakHour  0 19 2. 0 00:09 00:13 00:09 00:13 00:12 00:18 02:36 00:26  1 1 4 DO:00 00:00 00:00 00:00 00:00 00:00 00:25 00:11 00:16 00:25 00:11 00:18 00:25 00:11 00:25 00:25 00:11 01:02  Average Pedéstrian Crossing Dolay .00:00 00:00 00:00 - 00:00 00:00 MaxF Pedestrian Crossing Dclay 00:00 00:00 00:03 . 00:03 00:00  Average Pedestrlan Crossing Time 00:09 00:09. 00:09 Max Pedestrian Crossing Time 00:10 00:11 00:12  00:12 00:18 - 00:25 00:11 00:25  00:09 00:10 00:09 00:10 00:11 00:12 00:27 01:07 01:02 Count of pedéstrians crossing.  Average Pedestrian Crossing Delay Average time pedestrians had tov wait fora! breaki int traffic before entering the crosswalk.  Max Pedestrian Crossing Delay Maximum time a pedestrian org group ofp pedestrians had.t to wait fora al break int traffic! before entering the crosswalk.  Average Pedestrian Crossing" Time Average time fore eachi indiyidual pedestriant to cross. Max Pedestrian Crossing Time Maximum time observed fora a pedestrian toc cross.  Average Vehicle Delay Max' Vehicle Delay TotalVehicle Delay (Allt time values reported in seconds.)  Average time vehicle trafficy was stopped, fora crossing event. Maximum time vehiclet trafficv was stoppedf forac crossing event. Total time vehicle traffic was stoppedf for crossinge events.    1/01/2016 thru 12/31/2016 iclude State Highways cases ity Farmersville County Tulare rimary Collision Factor R-O-W/AUTO leathert CLEAR andRun 1F DRVR 38 M HNBD DRVR 58 F HNBD y Farmersville County Tulare rimary CollisionFactor R-O-WAUTO leatheri. CLEAR RandRun 1F DRVR 71 M W HNBD DRVR 53 F H HNBD y Farmersville County Tulare rimary CollisionFactor UNSAFE SPEED leatheri CLEAR RandRun 1F DRVR 17 F H HNBD DRVR 18 M H HNBD y Farmersville County Tulare rimary Collision Factor IMPROP TURN leathert CLEAR tandRun DRVR 47 H HNBD BICY 57 Farmersville County Tulare imary Collision Factor IMPROP TURN leathert CLEAR RandRun 1F DRVR 29 FH HNBD DRVR 21 MH HNBD  Total Count: 74 ATTACHMENTB  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202: Side ofHwy Ramp/nt Victiml Info  rimary Rd FARMERSVILLEBL Distance () 0.00 Direction Secondary Rd ASHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 840 Collision Date 20160702 Time 0930 Day SAT  Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WIhOTHERMV Party Info PROC ST S  Beat Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedA Action 0000 HONDA: 2000  Violation 21800A Collision Type BROADSIDE Severity PDO #Killed 0 #injured 0 Tow Away? N Process Date 20160818  Weather2  Spec Cond  CntDev FNCTNG Loc Type G M G M  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWV Voh CHPVeh Make Year SPInfo OAF1 Viol OAF2 Safety Equip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP Ejected  LFTT TURN N D 0000 CHEVR 1977 Population 2 RptDist EXETE Beat Rdwy: Surface DRY Party Info LFTTURN N D 2200 CHEVR:2003 PROCST S A 0100 NISSA 2011 Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WIthOTHER MV Info PROCST N  rimary Rd FARMERSVILLEBL Distance () 0.00 Direction Secondary Rd ASHLEYST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Spec Cond 0 Ramp/nt Victim Info 50 M Spec Cond  Type 0 CalTrans Badge 844 Collision Date 20161010 Time 1345 Day MON  Violation 21801A Collision Type BROADSIDE Severity INJURY #Killed. 0 #injured 2 Tow Away? Y Process Date: 20161114  Weather2  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction  Motor Vehicle Involved WhOTHER MV  CntiDev NTP PRS/FCTRLoC Type G DRVR COMPPN53 PASS G PASS COMP PN4 40 Cntri Dev NTPRSIFCTRLOC Type G PASS COMP PN'35 CntDev NTPRS/FCTR! Loc Type BICY OTHVIS 57 842 CntriDey NTPRSIFCTRLOC Vype PASS PASS PASS M Data  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  N  G G G  rimary Rd FARMERSVILLE BL Distance () 0.00 Direction Secondary Rd ASHLEYST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Ramp/nt Victim Info EQUIP Safety Ejected Side ofHwy Ramp/int Victiminfo  Beat Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST PedA Action 0100 TOYOT 2007  Type 0 CalTrans Badge 53 Collision Date 20161110 Time 1801 Day THU  Violation 22350 Collision Type REARE END Severity INJURY #Klled 0 #Injured 1 Tow Away? N Process Datez 20161215  Weather2  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SPinfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex Seat Pos  LFTT TURN N A 0100 SATUR: 2000 3  rimary Rd FARMERSVILLEBL Distance () 19.0 Direction s Secondary Rd BIRCHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Population 2 RptDist VISAL Beat 12F Type 0 Ca/Trans Badge 835 Collision Date 20160602 Time 1819 Day THU Violation 22107 Collision Type AUTO/PED Severity INJURY #Kiled 0 #Injured 1 TowA Away? N Process Date2 20160718  Weather2 HNBD  Rdwy Surface DRY Party Info Population 2 RptDist FARME Beat 5403 Type 22107 Rdwy Surface DRY  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction 0000 TOYOT 2002 0400  Spec Cond  Motor Vehicle Involved WIthBICYCLE RGT TURN PROCST S  arty Type Age SexRece Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 Safety Equip ROLE ExtOfini AGE Sex SeatF Pos Safety EQUIP Ejected  imaryRd FARMERSVILLEBL Distance(y 0.00 Direction SecondaryRd COSTNER  NCIC 5403 StateHwy? NRoute Postmile CalTrans SIDESWIPE Severity PDO RdwyCondt NOUNUSLCND RdwyCond2 Lighting DAYLIGHT Ped 0000 NISSA 2006 0000 HONDA1992 SWITRS datak  SideofHwy Day Spec Cond Ramp/int Victim Info SeatPos Safety EQUIP Ejected : :  Date 20160617 Time 1800 FRI #njured 0 TowAway? N ProcessDate2 20160802  Moto ehicle InvoledWInOTHERI MV LFTTURN PROCST N  arty Type Age'SexRace Sobrietyt Sobriety2 MovePre Dir SW CHPVeh Make Year SPInfo OAFI Viol OAF2SafetyEqui ROLE Extorini AGE  records    1/01/2016 thru 12/31/2016 iclude State Highways cases y Farmersville County Tulare rimary Collision Factor UNSAFE SPEED leathert CLEAR RandRun 1F DRVR 16 M HNBD rimary Rd NDWIGHT ity Farmersville County Tulare rimary Collision Factor LANE CHANGE leathert CLEAR RandRun 1F DRVR 22 M H HBD-UI PRKD 998 PRKD 998 PRKD 998 ity Farmersville County Tulare rimary CollisionFactor DRVR ALCIDRG leatheri CLEAR and Run 1F DRVR 66 M A HBD-UI ty Farmersville County Tulare rimary Collision Factor R-O-W AUTO leathert CLOUDY andRun DRVR 41 F H HNBD DRVR 56 H HNBD VIRGINIA arme CLEAR  Total Count 74  Jurisdiction(s): Farmersvilk Report Run On: 12/17202: Sideo ofHwy Ramp/nt Victiml Info  rimary Rd NBRUNDAGE AV Distance () 44.0 Direction S Secondary Rd EASHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Population 2 RptDist EXEPE Beat 12F Type 0 CalTrans Badge 845 Collision Date 20160808 Time 0440 Day MON Violation 22350 Collision Type SIDESWIPE Severity PDO #Killed 0 #injured 0 Tow Away? Y Process Date 20160923  Weather2  Rdwy Surface DRY Party Info RGT TURN S D 0000 FORD 2000 Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WithPKD MV Parly Info PROC ST PARKED PARKED PARKED Population 2 RptDist Rdwy Surface DRY Info  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST PedA Action  Spec Cond  Motor Vehicle Involved WIthFIXED OBJ  Cntri Dev NTP PRS/FCTRLoc Type  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWV Veh CHPVeh Make Year SPinfo OAF1 Viol OAF2 Safety Equip ROLE Extofini AGE Sex SeatPos Safely EQUIP Ejected  A 22107  Distance () 52.0 Direction S Secondary Rd CREEKCT NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Sideo ofHwy Rampint Victiminfo  Beat Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST PedAction 0100 DODGE 2008 0700 GMC 2000 0100 MITSU 2009 0100 HONDA1 1994 Beat  Type 0 CalTrans Badge 847 Colision Date 20160228 Time 0205 Day SUN  Violation 21658A Collision Type SIDESWIPE Severity PDO #Klled 0 #Injured 0 Tow Away? Y Process Date2 20160316  Weather2  Spec Cond 0  CntDev NTPRSIFCTRLOC Type G  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SPinfo OAF1 Viol OAF2 Safety Equip ROLE Extorini AGE Sex SeatPos Safety EQUIP Ejected  23152  rimary Rd NHARTLEYA AV Distance () 0.00 Direction Secondary Rd NHARTLEYAV NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Ramp/nt Victim Info  Type 0 CalTrans Badge 844 Collision Date 20160910 Time 1427 Day SAT  Violation 23152B Collision Type HIT OBJECT Severity PDO #Killed 0 #injured 0 Tow-Away? y Process Date2 20161019  Weather2  Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Lighting DAYLIGHT Ped Action  Spec Cond 0 63 Spec Cond  Motor Vehicle Involved WithFIXED OBJ  Cntri Dev NTPRS/FCTRLOC Type PASS  arly Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir SW Veh CHPV Veh Make Year SPInfo OAF1 Viol OAF2 Safety Equip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  RGT1 TURN E A 0100 TOYOT 2002 Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WIthOTHERI MV Party Info ENTI TRAF S PROC ST N  G  rimary Rd NSHASTAAV Distance () 210. Direction S Secondary Rd WCOSTNER NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Ramp/int Victim Info  Beat Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedA Action 0100 TOYOT 2000 0800 MITSU 2004  Type 0 CalTrans Badge 840 Collision Date 20160308 Time 0744 Day TUE  Violation 21804A Collision Type BROADSIDE Severity INJURY #Kiled 0 #injured 1 Tow Away? Y Process Date 20160412  Weather2  CntriDev NTPRS/FCTRLOC Type G PASS DRVR COMP PN 56 PASS PASS TPRS/F  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPinfo OAF1 Viol OAF2 SafelyEquip ROLE Extofin! AGE Sex Seat Pos Safety EQUIP Ejected  LANECHANGE  DAYLIGHT FORD TOYOT HYUND: 2012 SWITRS datak seven  Party info records  Victiminfo  Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir /eh CHPVeh Make Year SPinfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  PARKED    1/01/2019t thru1 12/31/2019 clude State Highways cases rimary Rd NORTH y FAmmaFABENSVLEN Tulare rimary Collision Factor TOOCLOSE Veathert CLEAR 1F DRVR 19 F H HNBD DRVR 27 F H HNBD rimary Rd NORTH y FAmaFABERSVIERL Tulare rimary Collision Factor TOOCLOSE Veathert CLEAR andRun 1F DRVR 20 F H HNBD a DRVR 27 B HNBD rimary Rd NORTH y FAmmfABERSVLIEP Tulare rimary CollisionF Factor IMPROP1 TURN Veathert CLEAR tandRun DRVR DRVR rimaryRd NORTH ity FAmmFABERSVIAEPE Tulare maryc Factor R-O-WAUTO Veather! CLEAR tandRun DRVR DRVR rimary Rd! NORTH *y FAmmFABMERSVILAEPL Tulare rimary Collision Factor IMPROP TURN Veatheri CLOUDY WandRun M 1F DRVR 23 H HBD-UI Thisn  Total Count 71 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedA Action Party nfo PROCST N 0100 2004 STOPPED N 0100 DODGE2 2019 Distance () 21.0 Direction s Secondary Rd EASHST Population 2 RptDist Beat Type Rdwy Surface DRY Rdwy Cond1 NOU UNUSL CND Rdwy Cond2 Motor Vehicle Involved WIthOTHERI MV Lighting DARK-ST PedAction Partyli info PROCST N 0100 HONDA1 1996 STOPPED N 0100 KIA 2019 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Motor Vehicle Involved WIthOTHER! MV Lighting DAYLIGHT PedA Action Partyl info LFTT TURN S 0100 INFIN 1999 PROCST N 0200 HARLE 2013 Population 2 RptDis! 21801 Rdwy SurfaceDRY MotorVehicle InvohedWINOTHERI MV PROCST LFTTURN Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WithF FIXED OBJ Partyinfo PROCS ST N  Jurisdiction(s): Farmersvilk ReportRun On: 12/17/202: Sideo ofHwy Ramp/nt Victim Info  Distance (R) 79.0 Direction s Secondary Rd AVENUE 288 NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Type 0 CalTrans Badge 843 Collision Date 20190619 Time 1225 Day WED  Violation 21703 Collision Type REARE END Severity PDO #Killed 0 #njured 0 TowA Away? N Process Date2 20200727  Weather2  Spec Cond  andRun MSDMNR Motor Vehicle Involved WihOTHERI MV  CntiDev FNCTNG Loc7 Type G  arty Type Age Sexk Race Sobriety1 Sobriety2 Move Pre Dir sW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extorini AGE Sex SeatPos Safety EQUIP Ejected  23123 M G  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Ramp/nt Victim Info  CalTrans Badge 841 Collision Date 20190917 Time 1911 Day TUE  Violation 21703 Collision Type REARE END Severity PDO #Kled 0 #Injured 0 TowA Away? N Process Date2 20191023  Weather2  Spec Cond 0  CntDev FNCTNG Loc Type G G  arty Type Age Sex Race Sobriety1 Sobriety2 MoveF Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP Ejected  Distance () 82.0 Direction N Secondary Rd EVISALIARD NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Sidec ofHwy Ramp/nt Victim Info  Type 0 CalTrans Badge 841 Collision Date 20190325 Time 1800 Day MON  Violation 22107 Collision Type BROADSIDE Severity FATAL #Killed 1 "#njured 0 Tow Away? Y Process Date2 20190430  Weather2 HNBD HNBD Weather2 HNBD HNBD Weather2  Spec Cond  CntrDev NTPRS/FCTRL Loc Type DRVR KILLED 39 Postmile Prefix Postmile 840 Date 20190503 Time 0541 Day FRI #njured 0 TowAway? Process Spec Cond CntDev NTPRSFCTRLeTpe PASS  arty Type Age SexR Race Sobriety1 Sobriety2 Move Pre Dir SW eh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyE Equip ROLE ExtOrini AGE Sex Seat Pos Safety EQUIP Ejected  Distance 0.00 Direction SecondaryRd EASTÇOSTNER NCIC 5403 State Hwy? N Rout  SideofHwy Ramp/int Victim Info  Type HEAD-ON Severity PDO Rdwy Cond1 NOUNUSLE CND RdwyCond2 Lighting DUSKDAWNPAdAten 0100 HONDA2003 0700 CHEVR:2001 Beat Rdwy Condi NOU UNUSL CND Rdwy Cond2 Lighting DARK-ST Ped Action 0100 SATUR1 1999 backiogs.  CalTrans  arty Type Age'SexRace Sobrietyd Sobriety2 MovePre SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2'SafetyEqui: ROLE Extorin) AGE Sex SeatPos Safety EQUIP  Distance  53.0 Direction N Secondary Rd EASTI NOBLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Ramp/nt Victim Info  Vype 0 CalTrans Badge 840 Collision Date 20190209 Time 2114 Day SAT  Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed #njured 0 TowA Away? Y Process Date 20190319  Spec Cond 0  CntrDev NTPRSIFCTRLOG) Type G  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 Safety Equip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP  Ejected  A 23152    1/01/2020 thru 12/31/2020 iclude State Highways cases rimary Rd NORTH ty FmmaABHERSVLEP Tulare trimary Collision Factor STOP SGNISIG Veatheri CLEAR 1F DRVR 25 M H HBD-UI DRVR 998 rimary Rd NORTH y FmmfABMERSVLEPL Tulare rimary Collision Factor R-O-WA AUTO Veathert CLEAR RandRun 1F DRVR 24 F H DRVR 37 F H rimary Rd NORTH sy AmFABERSVIAEPL Tulare rimary CollisionF Factor IMPROP TURN Veathert CLEAR andRun 1F DRVR 56 H HBD-UI rimaryRd NORTH ity FAmmFABERSVIAEPL Tulare rimary CollsionFactor R-O-WPED Veathert CLEAR andRun MSDMNR MotorVehicle Involvedy WithPED arty Type Age 1F DRVR PED rimary Rd NORTH My FammaFAIHERSVLAEPL Tulare rimary Collision Factor IMPROP TURN Veathert CLEAR andRun 1F DRVR 998  Total Count 60 Beat Rdwy Cond1 NOL UNUSL CND Rdwy Cond2 Lighting DARK-ST PedA Action 0100 JEEP 2017 9900 Beat Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction 0100 FORD 2006 2018 Beat  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202: Side ofHwy Rampint Victim Info  Distance () 0.00 Direction Secondary Rd FRONTS ST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Population 2 RptDist Rdwy Surface DRY Party info PROC ST s Population 2 RptDist Violation 21800A Collision Type Rdwy Surface DRY Party info W A 0100 Population 2 RptDist Rdwy Surface DRY Party Info RANOFFRD N A 0700 Population RptDist Surface DRY  Type 0 Ca/Trans Badge 845 Collision Date 20200531 Time 0013 Day SUN  Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20200821  Weather2  Spec Cond  andRun MSDMNR Motor ehicle Involved WIhOTHERI MV  CntDev NTF PRS/FCTRLoc Type B CntDev G G DRVR COMP PN37 PASS Cntri Dev NTPRS/FCTRLOC Type G DRVR COMPPN57 M  'arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir sw Veh CHP Veh Make Year SPInfo OAF1 Viol OAF2 SafelyEquip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP Ejected  IMP UNK IMP UNK PROC ST Weather2 Motor Vehicle Involved With  N  Distance () 0.00 Direction Secondary Rd FRONT ST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Ramp/int Victim Info  Type 0 CalTrans Badge 845 Collision Date 20200911 Time 1259 Day FRI Severity INJURY #KGlled 0 #Injured 1 TowA Away? Y Process Datez 20201125  Spec Cond 0 Loc Type 18 Spec Cond  'arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety. EQUIP Ejected  Distance () 211. Direction N Secondary Rd TERRY AV NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Ramp/nt Victim Info  Type 0 CalTrans Badge 842 Collision Date 20200510 Time 2051 Day SUN  Violation 22107 Collision Type OVERTURNED Severity INJURY #Klled 0 #injured 1 Tow-Away? Y Process Date2 20201102  Weather2  Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Lighting DARK-ST PedAction 2002 3 A 23152 Type RdwyCondt NOUNUSLCND RdwyCond2 Lighting DAYLIGHT PedAttonxLKAT CntrDev NTPRSIFCTRLeETpe  Motor Vehicle Involved WIthFIXED OBJ  'arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir sW Veh CHP Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  G  Distance 26.0 Direction SecondaryRd WESTÇOSTNER NCIC 5403 StateHwy? N Route Postmile Prefix Postmile  SideofHwy Ramp/int  CalTrans 20002  843 CollisionDate 20200304 Time 0800 Day WED #Injured o TowAway? N Process Date: 20200709 SpecCond  Violation 21950 Collision Type AUTO/PED Severity PDO  Weather2 Sobrietyt H IMP UNK IMPI UNK PROCST Weather2 Motor Vehicle Involved With IMP UNK IMP UNK UNS TURN N  CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfin AGE Sex SeatPos Safety EQUIP Ejected  0700 Beat 0000  Distance () 50.0 Direction S Secondary Rd WEST NOBLEAV NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Rampint Victiminfo  Population 2 RptDist Rdwy Surface DRY Party Info  Type 0 CalTrans Badge 845 Collision Date 20200826 Time 2016 Day WED  Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed #injured 0 TowAway? N Process Date 20201027  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK- ST PedAction  Spec Cond  CntDev NTPRS/FCTRLoc Type  'arty Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extorini AGE Sex SeatPos Safety EQUIP Ejected  This    TATEOF CALIFORNIA EPARTMENTO OFC CALIFORNIA! HIGHWAY PATROL REPORT8-TOTAL COLLISIONS 1/01/2021 thru 12/31/2021 clude State Highways cases rimary Rd EASHST ty Farmersville County Tulare rimary Collision Factor IMPROP TURN leathert CLEAR 1F DRVR 998 PRKD 998 y Farmersville County Tulare rimary Collision Factor TOOCLOSE leathert CLEAR andRun 1F DRVR 45 M H HNBD DRVR 28 F H HNBD DRVR 61 F W HNBD y Farmersville County Tulare rimary Collision Factor UNKNOWN leathert CLEAR tandRun 1F DRVR 20 M H HBD-UNK ity Farmersville County Tulare rimary Collision Factor TOOCLOSE leatheri CLEAR tandRun 1F DRVR 34 M W HNBD DRVR 36 F H HNBD DRVR 53 F H HNBD  Total Count: 62 Beat  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202. SideofHwy Ramp/int Victim Info Safety SideofHwy Ramp/int Victim Info  Distance ) 0.00 Direction Secondary Rd STEVENAV NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Population 2 RptDist Rdwy Surface DRY Party Info  Type Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST PedAction 0100 2005 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Motor Vehicle Involved Witho OTHER MV Lighting DUSK/DAWNPed, Action Info PROCST E 0100 FORD 2012 SLOWING E A 0100 2011 SLOWING E A 0100 FORD 2013 Population 2 RptDist Beat Rdwy Surface Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Mofor Vehicle Involved WithF FIXED OBJ Lighting DAYLIGHT Ped Action Party Info RAN OFF RD E 0100 2003 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Motor Vehicle Involved WIhOTHERN MV Lighting DAYLIGHT PedAction Partyl Info PROCST W 0100 SLOWING W 0100 SLOWING W 0700 FORD 2003  CalTrans Badge 837 Collision Date 20210207 Time 1959 Day SUN  Violation 22107 Collision Type SIDESWIPE Severity PDO #Kiled 0 #injured 0 TowAway? Y Process Date2 20210326  Weather2  Spec Cond  tandRun MSDMNR MotorVehicle ImoldWIOTHERMY  CntrDev NTPRS/FCTRLO' Type  arly Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SPinfo OAF1 Viol OAF2 SafetyE Equip ROLE ExtOfini AGE Sex Seat Pos EQUIP rimary Rd EVISALIARD Distance () 34.0 Direction E Secondary Rd FARMERSVILLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Ejected  IMP UNK IMP UNK PROCST W D 2200 FORD 1997  Type 0 CalTrans Badge 837 Collision Date 20210114 Time 1727 Day THU  Violation 21703 Collision Type REARE END Severity PDO #Klled 0 #injured 0 TowA Away? N Process Date: 20210413  Weather2  Spec Cond 0  CntDev FNCTNG Loc Type G G M G  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir Veh CHP Veh Make Year SPinfo OAF1 Viol OAF2 SafelyEquip ROLE Extofini AGE Sex SeatPos Safely EQUIP Ejected  N  rimary Rd EVISALIARD Distance () 54.0 Direction E Secondary Rd NBRUNDAGE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Ramp/nt Victim Info SideofHwy Ramp/nt Victim Info 0 0  Type 0 CalTrans Badge 838 Collision Date 20210704 Time 0814 Day SUN  Violation 23103A Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20210830  Weather2  Spec Cond 0  CntDev NTPRS/FCTRLOC Type G DRVR SEVERE 20 M CntiDev NTPRSIFCTRLOC Type PASS DRVR COMPPN_53 PASS  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPI Veh Make Year SPInfo OAF1 Viol OAF2 SafetyE Equip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  N  G  rimary Rd EWALNUT AV Distance () 268. Direction W Secondary Rd NFREEDOM NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Type 0 CalTrans Badge 838 Collision Date 20211026 Time 1513 Day TUE  Violation 21703 Collision Type REARE END Severity INJURY #Killed 0 #njured 1 Tow Away? N Process Date: 20211129  Weather2  Spec Cond 0  arty Type Age Sex Race Sobriety1 Sobriety2 MoveF Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos Safety EQUIP  Ejected  Thisn  records proce backiogs. dataist    /01/2022t thru 12/31/2022 slude State Highways cases imary Rd NSHASTA Farmersvile County Tulare imary Collision Factor R-O-WAUTO pather1 CLEAR landRun DRVR 70 M w HNBD DRVR 17 F H HNBD yF Farmersville County Tulare imary CollisionFactor STRTNGIBCKNG pathert CLEAR fandRun DRVR 46 F H HNBD PRKD 998 y Farmersville County Tulare imary CollisionFactor IMPROP TURN gathert CLEAR PRKD 998 DRVR 998 Farmersville County Tulare imary Collision Factor TOOCLOSE pathert CLEAR andRun DRVR 17 M H HNBD DRVR 34 F H HNBD y FarmeAVille County Tulare imary CollisionFactor STOP SGNISIG pathert CLEAR andRun F DRVR 25 H HNBD  Total Count: 63 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Motor Vehicle Involved WIhOTHERN MV Lighting DAYLIGHT PedAction Party Info PROCST E 2200 2005 PROC ST s A 0100 2010 Population 2 RptDist Beat Violation 22106 Collision Type OTHER Rdwy: Surface DRY RdwyCond1 NOUNUSL CND RdwyCond2 MotorVehicle Involvedy WhPKDMV Lighting DARK-NO PedAction Partyinfo BACKING N 0100 2005 PARKED 0100 2015 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Lighting DAYLIGHT Ped/ Action Party Info PARKED N 0100 2018 Population 2 RptDist Beat Rdwy: Surface DRY Motor Vehicle Involved WIthOTHERI MV Party Info LFT TURN N 0100 PROC ST N 0100 Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WithFIXED OBJ Party Info RGTT TURN E 0100  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202. Side ofHwy Ramp/nt Victim Info  Distance () 0.00 Direction Secondary Rd WCOSTNER NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Type 0 CalTrans Badge 845 Collision Date 20220804 Time 1423 Day THU  Violation 21802 Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured Tow Away? N Process Date2 20220921  Weather2  Spec Cond  Cntri Dev NTPRS/FCTRLOC Type G G PASS COMP PN'26 CntDev NTPRSFCTRLOEDpe G PASS  rty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafelyEquip ROLE ExtOfini AGE Sex Seat Pos Safety EQUIP Ejected  imaryRd NSTEVENAV Distance () 187. Direction s Secondary Rd WASHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 848 CollisionDate 20221110 Time 1842 Day THU Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date: 20221229  SideofHwy Ramp/int Victim! Info  Weather2  Spec Cond 0 17 Spec Cond  ty Type AgeSexRace Sobrietyt Sobriety2 MovePre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  imary Rd NVENTURA/ AV Distance () 97.0 Direction w Secondary Rd CARDLYNST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Rampint Victim Info  Type 0 CafTrans Badge 846 Collision Date 20220806 Time 1130 Day SAT  Violation 22107 Collision Type REAREND Severity PDO #Killed #injured 0 TowAway? N Process Date: 20220920  Weather2  andRun MSDMNR Motor Vehicle Involved WIthPKD MV  Cntri Dev NTPRS/FCTR! Loc Type  rly Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWV Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 Safety Equip ROLE Extofini AGE Sex SeatPos Safety EQUIP imary Rd NVENTURA/ AV Distance () 3.00 Direction N Secondary Rd WMARILYNST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Ejected  IMPU UNK IMP UNK PROCST Weather2  Side ofHwy Ramp/nt Victiminfo  Type 0 CaTrans Badge 840 Collision Date 20220723 Time 1829 Day SAT  Violation 21703 Collision Type SIDESWIPE Severity PDO #Kiled 0 #Injured 0 Tow Away? N Process Date 20220823  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction 2019 2006 Beat 5403 Type Rdwy Cond1 NOU UNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedA Action 2013 SWITRS dataistypicalys  Spec Cond  CntDev NTPRS/FCTRLOC Type G G  rly Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir sW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  mary Rd NORTHE BRUNDAGE Distance () 18.0 Direction S Secondary Rd EASHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Ramp/nt Victim Info  CalTrans Badge 840 Collision Date 20220228 Time 1055 Day MON  Violation 22450 Collision Type HIT OBJECT Severity PDO #Killed 0 #injured 0 Tow Away? Y Process Date 20220323  Weather2  Spec Cond 0  CntrDev NTPRS/FCTRLOC Type G  rty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP  Ejected  M    CITYOF  FARMERSVILLE  City Council  Staff Report 8E  TO: FROM: DATE:  Honorable Mayor and City Council Lisa Wallis-Dutra, Assistant City Engineer  January 8, 2024  SUBJECT: Farmersville Safety Study RECOMMENDED ACTION:  That the City Council review and discuss the intersection analysis and recommendations for the intersection of Farmersville Boulevard and Ash Street and the intersection of Petunia Street and  Ventura Avenue.  BACKGROUND and DISCUSSION:  The following two intersections were analyzed to recommend safety improvements:  Intersection 1: Farmersville Boulevard and Ash Street Intersection 2: Petunia Street and Ventura Avenue  A multi-way stop warrant analysis was also completed for Intersection 2 (Petunia Street and Ventura Avenue). Recommendations are based on current best practices and guidelines of the Federal Highway Administration (FHWA) and the California Manual on Uniform Traffic Control Existing weekday traffic volume counts (including vehicle, pedestrian, and bicycles) were taken at Intersection 2 by Metro Traffic Data, Inc. on Thursday, November 16, 2023, for a 24-hour period. Metro Traffic Data also conducted a speed survey on Petunia Street on the same day. Crash records for ai five-year period from 2018 to 2022 were also obtained from the California Highway Patrol (CHP) Statewide Integrated Traffic Records System (SWITRS) and analyzed. In addition to the traffic data collected, 4Creeks conducted field investigations at the studied locations on December 19, 2023, and December 30, 2023. Geometric conditions and operational characteristics were observed and noted to recommend potential safety A summary of existing conditions and the recommended safety improvements for each intersection are noted below. More detailed information can be found in the attached report.  Devices (CAI MUTCD).  improvements for each location.    Intersection 1 - Farmersville Boulevard and Ash Street  Field reviews of the intersection were conducted on December 19, 2023, and December 30, 2023. The intersection is four-way stop controlled with marked crosswalks in all directions. Although there are existing curb ramps on all corners, none meet current requirements of the Americans with Disabilities Act (ADA). There are existing streetlights on the northeast and southwest corners of the intersections; however, they are too close to large, mature trees and There is existing advanced warning STOP AHEAD signs with flashing beacons on Farmersville Boulevard and an additional STOP AHEAD warning sign in advance of those. STOP AHEAD pavement markings are. located adjacent to the STOP AHEAD warning signs furthest from the intersection. During both field visits, a food truck was parked in front of the advanced STOP AHEAD sign with the flashing beacon for northbound traffic although not completely blocking it. It was also noted that the existing centerline striping for Ash Street does not meet current Additionally, the five-year crash data was analyzed and there were 12 crashes during the study period. Of the 12 crashes, two crashes resulted in an injury while the rémaining resulted in property damage only. Five were classified as broadside crashes, three were rear-end crashes, and there was one each classified as a sideswipe, head-on, other, and unknown type crash. Of the 12 crashes, the primary crash factor in four of them were due to stop sign/signal, three were related to automobile right of way, two were unknown, and there was one each due to unsafe speed, improper turning, and following too closely. Given the crash types and primary crash factors, it is recommended that measures to increase the visibility and awareness of the multi- Its should be noted that the City's Downtown Specific Plan outlines several key issues related to this intersection. It indicates Farmersville Boulevard is considered too wide to function as a 1 pedestrian-friendly street that is more common in downtown districts. The plan recommends improvements that could include a "road diet" to change the roadway cross-section from four- lanes to two-lanes with bicycle lanes and a landscaped median. Other recommended improvements include wider sidewalks, diagonal on-street parking, parkways with trees for Understanding the City plans significant infrastructure improvements in the future, to improve  do not provide adequate lighting.  standards oft the CAI MUTCD.  way stop be considered.  traffic calming, and improved stréetlighting.  intersection visibility in the meantime, we recommend the City:  Refresh striping ini the intersection area, including STOP pavement markings for all approaches and STOP AHEAD pavement markings for Farmersville Boulevard. Revise Ash Street centerlines to dual striping per CA MUTCD requirements. Continue to evaluate intersection stop signs to ensure compliance with reflectivity Locate advanced warning signs and pavement markings per CA MUTCD guidelines. Remove the additional advanced warning signs furthest from the intersection. Utilize the largest size STOP and STOP AHEAD signs for all approaches. Install dual STOP signs for Farmersville Boulevard approaches. Continue to trim trees around the intersection to avoid obstructing stop signs or Notify food truck vendor regarding need to relocate due to blocking of traffic sign.  requirements.  streetighting.    Intersection 2- Petunia Street and Ventura Avenue  Per the CA MUTCD, the following criteria should be considered for a multi-way stop installation: A. Where traffic. control signals are justified, the multi-way stop is an interim measure. B. Five. or more reported crashes in a 12-month period that are susceptible to correction by  amulti-way stop installation. C. Minimum volumes:  1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but 3. Ifthe 85"-percentile approach speed oft the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 perçent oft the minimum values. Criterion C.3 is excluded from this condition. There are also four optional warrants that the CA MUTCD outlines when the àbove warrants are not met that can be used ifj justified in conjunction with engineering. judgement. These are related to left-turn conflicts, vehicle/pedestrian conflicts, visibility, and residential collector street The average volume entering the intersection from Petunia Street was 91 and the average combined vehicular, pedestrian, and bicycle volume entering from Ventura Avenue was 50. The average delay during the AM and PM peak hours for the southbound approach was three seconds and four seconds, respectively. Petunia Street also has an approach speed of 35 mph. There were no crashes within a 12-month period based on the SWITRS data, and only one The result of the multi-way stop warrant analysis for the Petunia Street/Ventura Avenue intersection indicates a multi-way stop is not warranted based on the criteria set by the CA MUTCD. Although corner sight distance evaluations show visibility could be a concern, crash history does not show it to be an issue and the corner properties currently comply with the City's ordinance for corner sight clearance. It is our recommendation to continue to monitor vegetation ont the northeast corner that could potentially block visibility. ofapproaching traffic during certain  hours of an average day; and  Items 1 and2 2.  categorization.  crash was reported for inclusion in this report.  seasons if allowed to become overgrown.  ATTACHMENT/S): Farmersville Safety Study, January 4, 2024    FARMERSVILLE SAFETY STUDY  Farmersvile Boulevard & Ash Street Petunia Street & Ventura Avenue  City of FarmersVille, CA January 4, 2024   4CREEKS  324 S. SANTA FE STREET, SUITE A Phone: 559-802-3052  VISALIA, CA 93292  Email: sGwd@4-crecxs.com    Intersection Safety Study  Overview  The City of Farmersville has requested 4Creeks to provide recommendations on intersection  safety improvements for two locations in Farmersville:  Intersection 1: Farmersville Boulevard & Ash Street Intersection 2: Petunia Street & Ventura Avenue  A multi-way stop warrant analysis was also requested for Intersection 2 (Petunia Street and Ventura Avenue), and the evaluation will be based on criteria included ini the California Manual on Uniform Traffic Control Devices (CA MUTCD), including a review of crash history, traffic Additionally, a field review and analysis on each intersection will be provided with a summary of recommended safety improvements that consider geometry, posted speed limits, lighting  volumes, Inteisectiongeometies, and existing traffic conditions.  levels, signing, pavement markings, and other factors.  Existing Conditions  intersectionl:Farmersville Boulevard & Ash Street  Farmersville Boulevard is a north-south arterial roadway that runs through the center of Farmersville. It is also a designated truck route and bike route per the City's General Plan. At the intersection with Ash Street, Farmersville Boulevard has two lanes in each direction and diagonal parking in the northbound direction for several businesses and parallel parking in the southbound direction. The posted speed limit is 35 mph. Ash Street is a local street with one lane of traffic in each direction and on-street parking on both sides of the street. The studied The intersection is four-way stop controlled with marked crosswalks in all directions with a decorative stamped concrete brick pattern. There are existing curb ramps on all four corners; however, none meet current requirements of the Americans with Disabilities Act (ADA). There are streetlights on the northeast and southwest corners of the intersection. It was also noted that the existing centerline striping for Ash Street does not meet the current standards of the CA MUTCD. There is existing advanced warning STOP AHEAD signs with flashing beacons on Farmersville Boulevard and an additional STOP AHEAD warning sign in advance of those.  intersection is in the central commercial zoning.  www.4-creeks.com    2  Intersection 2: Petunia Street & Ventura Avenue  Petunia Street is a local residential street that runs east-west just north of the San Joaquin Valley Railroad tracks. It has one lane in each direction and parking on both sides of the street. Ith has a posted speed limit of 35 mph between Farmersville Boulevard and Ventura Avenue. Ventura Avenue tees into Petunia Street and is stop controlled. It has one lane in each direction, parking on both sides of the street, and a posted speed limit of 25 mph. The The are no marked crosswalks at the intersection. There are existing curb ramps on the northwest, northeast, and southeast quadrants of the intersection; however, none meet current requirements of the ADA. There is one existing streetlight on the northwest corner. It was also noted that existing centerline striping does not meet the current standards of the CA  intersection is amix of medium and medium high-density residential zoning.  MUTCD.  Data Collection  Existing weekday traffic volume counts (including vehicle, truck, pedestrian, and bicycles) were taken at Intersection 2 by Metro Traffic Data, Inc. on Thursday, November 16, 2023, for a 24-hour period. Metro Traffic Data also conducted a speed survey on Petunia Street on the same day. The collected traffic data, including count data and speed survey, are used for the multi-way In addition to the traffic data collected, 4Creeks conducted a field investigation at both studied intersections on December 19, 2023. Geometric conditions and operational characteristics were observed and noted to recommend potential safety improvements for  stop warrant analysis and can be found in Attachment A.  each location.  Intersection 2: Petunia Street & Ventura Avenue  The traffic data indicates a total of 1,814 vehicles per day at the studied intersection. The morning and afternoon peak hours are 7:15 AM to 8:15 AM and 5:15 PM to 6:15 PM with 175 and 178 total vehicles entering the intersection each hour, respectively. There was a total of 27 trucks per day at the studied intersection, 18 of which were traveling on Petunia Street. The traffic data indicates a total of seven bicyclists and 16 pedestrians per day entering the studied intersection. There were two bicyclists and three pedestrians in the AM peak hour. The speed survey indicates the 85"-percentile speed (the speed at or below which 85 percent of drivers are traveling on a roadway segment) on Petunia Street is 35 mph while the average  There was one bicyclist and no pedestrians ini the PM peak hour.  speed is 29 mph. The posted speed limit on Petunia Street is 35 mph.  www.4-creeks.com    3  Crash History  The crash records for the two intersections were obtained from the California Highway Patrol (CHP) Statewide Integrated Traffic Records System (SWITRS) for a five-year period from 2018  through 2022. Related crash data is included in Attachment B. menectontremerwic Boulevard & Ash Street  During the period of 2018 to 2022, there were a total of 12 crashes: two in 2018, three in 2019, two in 2020, three in 2021, and two in 2022. There were no fatalities; however, two crashes were injury crashes: one in 2018 and one in 2021. All other crashes incurred property damage only.  None involved a bicyclist or pedestrian.  Intersection 2: Petunia Street & Ventura Avenue  There were no crashes at this intersection during the five-year studied period. However, a recent crash that occurred in 2023 was reported to us for inclusion in this report. The crash occurred because an eastbound motorist on Petunia Street tried to make a passing maneuver around another eastbound vehicle who was making a left turn onto Ventura Avenue. No  injuries were sustained.  Multi-Way Stop Warrant Methodology  Intersection 2: Petunia Street & Ventura Avenue  Per the CA MUTCD, Section 2B.07, Multi-Way Stop Applications, the following criteria should be  considered in the engineering study for a multi-way stop sign installation:  A. Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made B. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-  for the installation of the traffic control signal. turn collisions as well as right-angle collisions.  C. Minimum volumes:  1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per 2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle  hour for any 8 hours of an average day; and  during the highest hour; but  www.4-creeks.com    3. Ifthe 85"-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values  provided in Itemsland: 2.  D. Where no single criterion is satisfied, but where. Criteria B, C.1, and C.2 are all satisfied to8 80 perçent of the minimum values. Criterion C.3 is excluded from this condition.  Option:  Other criteria that may be considered in an engineering study include:  A. The need to control left turn conflicts;  B. The need tocontrol vehicle/pedestridh conflicts near locations that generate high . Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate thei intérsection unless conflicting traffic is also required to stop; D. Anintersection of two residential neighborhood collector (through) streets of similar design and operating characteristics wheren multi-way stop control would. improve  pedestrian volumes;  and  traffic operational characteristics of the intersection.  Criterion A - Interim Measure Criterion. A shown abovei isnot applicable. Criterion B - Crash History Therefore, CriterionBisnotmet. Criterion C- Traffic Volume  The installation of a traffic control signal is not currently planned at this intersection; therefore,  Based on the crash data for the five-year studied period, there were no crashes at this intersection and only one crash in 2023 that was provided to us for inclusion in this report.  For a multi-way stop to be warranted based on the volume criteria in the CA MUTCD, Petunia Street (major street) would need to average a minimum of 300 vehicles per hour for any eight hours. In addition, Ventura Avenue (minor street) would need an average combined vehicular, pedestrian, and bicycle volume of 200 units or more int the same 8-hour period. Based on the data taken, the eight peak. hours are from 6:30 AM to 8:30 AM and 1:00 PM1 to 7:00 PM. The average volume entering the intersection from Petunia Street was 91 and the average combined vehicular, pedestrian, and bicycle volume entering from Ventura Avenue was 50. To also meet Criterion C2, in addition to the volume requirements, the average delay to minor * street vehicle traffic must be at! least 30 seconds per vehicle during the highest hour. Based on the data taken (see Attachment A), the average delay during the AM and PM peak hours for the southbound approach was three seconds and four seconds, respectively. The average  during the highest hour does not meet the requirement.  Www.4-creeks.com    5  The major street (Petunia Street) has an 85"-percentile speed of 35 mph and a posted speed limit of 35 mph. Since the 85"-percentile speed does not exceed 40 mph, the intersection does not meet Criterion C.3 to reduce the minimum vehicular volumé thresholds to 70 percent of Criterion C.1 and C.2 were not met, and Criteria C.3 is excluded; therefore, a multi-way stop is  the values indicated in Criteria C.I and C.2. notwarranted based on Criteriac.  Criterion D-C Combination Warrant  The combination warrant only applies when none of the above criteria are met but the crash and minimum volume criteria can all be satisfied to 80 percent of the minimum values. This would require four crashes in a 12-month period; 240 vehicles per hour on the major street for eight hours; and 160 vehicles, pedestrians, and bicyclists per hour on the minor street during the samee eighthours. None of the three criteria were met. Therefore, CrterionDisnotmet.  Optional Warrants  The following four are optional warrants that the CA MUTCD outlines that when the above warrants are not met, can be used as justificationinc conlunctionwithenginengineringjvudgment.  Left-TurnCenficts  This optional warrant is intended to control conflicts between left-turning traffic on the major street with oncoming through traffic. Given the low crash history, as well as lowvolumes, there is no evidence of a left-turn conflict. Therefore, this Plomalworentisnotmet.  VenhehaPadentiencentiet:  This warrant addresses pedestrian and vehicle conflicts in high pedestrian areas. There were 16 pedestrians in a 24-hour period with four pedestrians crossing the north crosswalk, none crossing the south crosswalk, 11 crossing the east crosswalk, and one crossing the west crosswalk. Given the low pedestrian volume and no reported vehicle/pedestrian crashes at this intersection within the studied period, there is no evidence of the need to control  vehicle/pedestrian: conflicts. Therefore, this optional warrantisnotmet.  Visibility  When an intersection does not have stop controls, a clear line of sight needs to be maintained between the driver on the minor road (Ventura Avenue) and the driver on the major road (Petunia Street). Adequate time is needed for the stopped vehicle on. the minor street to either turn left, right, or cross all travel lanes without radically altering the speed of traffic on the major street. Corner sight distance was evaluated based on the criteria contained in the California Department of Transportation's (Caltrans') Highway Design Manual, 7th Edition, 2019,  wwww.4-creeks.com    Recommended sight distances for public streets are based on corner sight distance and the approach speed of the major street. As previously noted, Petunia Street has a posted speed limit of 35 mph. The minimum corner sight distance (feet) should be determined by the  equation:  1.47VmTg  where Vm is the design speed (mph) of the major road and Tg is the time gap (seconds) for the minor road vehicle to enter the major road. As indicated in the Highway Design Manual for passenger cars, Tg is 7.5 seconds for left-turns from the minor street and Tg is 6.5 seconds for right-turns and crossing maneuvers from the minor street. Therefore, the recommended corner sight distances are 386 feet and 335 feet for left-turns and right-turns from Ventura Avenue, respectively. Recommended sight distances based on varying driver decision points from Ventura Avenue are shown in Attachment C. To improve visibility to the recommended distances based on the minimum driver decision point, parking would need to be prohibited on the north side of Petunia Street near the intersection. As shown in Attachment C, an additional 15 feet of red curb would be added west of Ventura Avenue and 88 feet of red curb would be added east of Ventura Avenue. This would eliminate all parking for the Petunia Street frontages for the properties on the northwest and northeast corners. However, given the low traffic volumes and crash history, visibility does not appear to be an issue at this intersection. Additionally, the properties currently meet the City's ordinance for corner sight clearance.  Therefore, this Ptonalwerentsnotme. Residential Collector Street  For this warrant to be applicable, the intersection in question must be of two residential neighborhood collector streets of similar designs and operating characteristics. Petunia Street and Ventura Avenue are not residential collector streets of similar designs; therefore, this  optional warrantisnot applicable. Field Review and Analysis  intersectiont:Frmersville Boulevard & Ash Street  The City of Farmersville Downtown Specific Plan outlines several key issues regarding the commercial heart of town, one of which is that the width of Farmersville Boulevard is considered too wide to function as a pedestridn-mendly street that is more common of busy Another consideration is the roadway cross-section of Farmersville Boulevard. With two through lanes in each direction, the width of the road is considered too wide for pedestrians, per the City's Downtown Specific Plan. The plan goes on to recommend pursuing grant funding toi improve Farmersville Boulevard, which could include a "road diet" - which would change the cross section from four-lanes to two-lanes with bicycle lanes and a landscaped median. Other potential improvements include wider sidewalks, diagonal on-street parking, and  downtown districts.  www.4-creeks.com    7  parkways with trees for traffic calming. Landscaped medians would serve as pedestrian refuge islands within the medians as well. However, further study would be needed to analyze that configuration to ensure that it would continue to operate efficiently as an arterial and The Downtown Specific Plan also highlights the issue of inadequate nighttime lighting. The intersection currently has two downtown style streetlights, one on the southwest corner and one on the northeast corner. The City of Farmersville Improvement Standards specify that streetlights should be installed at least 20 feet clear of any trees, and both streetlights are within that range. Providing brighter streetlights that are at least 20 feet clear of trees would Based on the crash data for the studied period, there were a total of 12 crashes from 2018 to 2022: two in 2018, three in 2019, two in 2020, three in 2021, and two in 2022. Of the 12 crashes, two crashes resulted in an injury while the remaining resulted in property damage only. Five were classified as broadside crashes, three were rear-end crashes, and there was one each classified as a sideswipe, head-on, other, and unknown type crash. Of the 12 crashes, the primary crash factor in four of them were due to stop sign/signal, three were related to automobile right of way, two were unknown, and there was one each due to unsafe speed, improper turning, and following too closely. Given the crash types and primary crash factors, it isr recommended that measures to increase the visibility and dwareness of the multi-way stop Field reviews of the intersection were conducted on December 19, 2023, and December 30, 2023. The existing conditions previously noted, including inadequate nighttime lighting, noncompliant curb ramps, and trees too close to streetlights were observed. In addition, it was also observed that ai food truck was parked in front of the advanced STOP AHEAD sign with the flashing beacon for northbound traffic. Atroughnorcomplete)y blocking the sign, it should not t is also recommended that all striping be refreshed in the intersection area, including STOP pavement markings for all approaches and STOP AHEAD pavement markings for Farmersville Boulevard. Each of the four stop-signs should continue to be evaluated to ensure that they continue to meet current reflectivity requirements. All advanced warning signs and pavement markings should be placed per the requirements of the CA MUTCD. The additional advanced warning signs furthest from the intersection should be removed. To improve visibility, the City should utilize the largest size STOP and STOP AHEAD signs for all approaches. It is also recommended the City install dual STOP signs for the Farmersville Boulevard approaches. Additionally, the trees at the intersection should continue to be trimmed to limit obstructing To help improve awareness of the multi-way stop, other options were also considered but eliminated. Solar-powered, light emitting diode (LED) enhanced stop signs were considered.  truck route.  help improve visibility at night.  be considered.  be in front of the sign.  anyv visibility of stop signs or streetlighting.  www.4-creeks.com    However, because of the significant tree coverage of the solar panels, this was determined to not be a feasible solution. Transverse rumble strips were also considered. These are sometimes used to alert drivers of an upstream stop-controlled intersection. However, transverse rumble strips are normally used on higher-speed approaches not typical of downtown locations. They are also not ideal for bicyclists and Farmersville Boulevard is a  designated bike route. For these reasons, rumble strips are not recommended. Intersection 2: Petunia Street & Ventura Avenue  A field review of the intersection was conducted on December 19, 2023. There are existing curb ramps on the northwest, northeast, and southeast quadrants of the intersection; however, none comply with current requirements of the Americans with Disabilities Act (ADA). There are no marked crosswalks; however, crossing at the intersection would be considered crossing in a legal unmarked crosswalk. Given the low volumes of pedestrians crossing the intersection, Additionally, vegetation on the northeast corner could block visibility of approaching traffic during certain seasons if allowed to become overgrown. Corner residential properties must maintain corner sight clearance to meet City ordinance requirements. The City should monitor  installation of a crosswalk is not recommended.  to ensure that these requirements are met. Results and Conclusions  intersectiont:Frmersville Boulevard & Ash Street  Itis acknowledged that Farmersville Boulevard is under consideration for significant future improvements that may change the roadway cross section, pedestrian facilities, and streetlighting. It is our recommendation that future infrastructure improvements should include improved intersection lighting and ADA-compliant curb ramps (with or without curb  extension bulb-outs).  Toi improve intersection visibility in the meantime, we recommend the City:  Refresh striping in the intersection area, including STOP pavement markings for all approaches and STOP AHEAD pavement markings for Farmersville Boulevard. Revise Ash Street centerlines to dual striping per CA MUTCD requirements. Continue to evaluate intersection stop signs to ensure compliance with reflectivity Locate advanced warning signs and pavement markings per CA MUTCD guidelines. Remove the additional advanced warning signs furthest from the intersection. Utilize the largest size STOP and STOP AHEAD signs for all approaches. Install dual STOP signs for Farmersville Boulevard approaches.  requirements.  www.4-creeks.com    9  Continue to trim trees around the intersection to avoid obstructing stop signs or Notify food truck vendor regarding need to relocate due to blocking of traffic sign.  streetlighting.  Intersection 2: Petunia Street & Ventura Avenue  The result of the multi-way stop warrant analysis indicates a multi-way stop is not warranted based on the criteria set by the CA MUTCD. There were no crashes within a 12-month period based on the SWITRS data, and only one crash was reported for inclusion in this report; therefore, Criteria B was not met. Criteria C was not met because both traffic volumes and average delay to minor street traffic did not meet the minimum requirements. The, optional warrants concerning left turns, vehicle/pedestrian conflicts, visibility, and residential collector streets were not met. Although corner sight distance evaluations show visibility could be a concern, crash history does not show it to be an issue and the corner properties currently comply with the City's ordinance for corner sight clearance. It is our recommendation to continue to monitor vegetation on the northeast corner that could potentially block visibility of  approaching traffic during certain seasons if allowed to become overgrown.  www.4-creeks.com    10  References  Blackburn, Lauren, Zegeer, Charles, Brookshire, Kristen. (2018). Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations. Publication FHWA-SA-17-072, FHWA, U.S. National Association of City Transportation Officials. (2013). Urban Street Design Guide. New State of California, California Highway Patrol (2023). SWITRS - Statewide Integrated Traffic  Department of Transportation.  York, NY. Retrieved ntps//nactoorg/publcaton.ubonastestrest-design-guide)  Records  System.  Retrieved  ntps//www.chpcagoy/progroms-sens-servicesservices:  ntornation/switr-intr-intenet-stotende-ntegrated-trotier-system  State of California, California State Transportation Agency, Department of Transportation (2023). California Manual on Uniform Traffic Control Devices, 2014 Edition Revision 7 (March 10, 2023). Retrieved htpaldatcageu.pogomhsitryngamlomuacalcomutdiles State of California, Legislative Information, California Vehicle Code (2023). Retrieved tpsllegintolegisiatecagovlocescodestocselecteditimptocCderve-VEHgtoTitersve Zegeer, Charles V., Stewart, J. Richard, & Huang, Herman H. (2005). Safety Effects of Marked versus Unmarked Crosswalks at Uncontrolled Locations: Final Report and Recommended Guidelines. Publication HWA-HRI-04-100, FHWA, U. S. Department of Transportation. Zegeer, Charles V., Stewart, J. Richard, & Huang, Herman. (2002). Safety Effects of Marked VS. Unmarked Crosswalks at Uncontrolled Locations: Executive Summary and Recommended Guidelines. Publication FHWA-RD-O1-075, FHWA, U.S. Department of Transportation.  nicletCodet-tVEH  www.4-creeks.com    ATTACHMENTA  Metr  Turning Movement Report  FLF Metro Traffic Datal Inc.  (Vehicles)  LOCATION COUNTY COLLECTION DATE  Ventura Ave Petuniast Tulare Thursday, November 16,2023  LATITUDE LONGITUDE  U-Tum  Es    ESS65  aas  sela9199    Idsn  - VSIZ HAOHMVEd STVIO1 AINVG  OC-1    MotroT TrflicDatalne, Hanter4,CA83230 800-875-6838 Phonafex Ventura Ave @ Petunla St Tularo Thursday, November 16, 2023 SaurhhonfBiytn  Turning Movement Report  F 310NInnStvet-s S20 MetroTraffic Data Inc,  (Bicycles & Pedestrians)  PreparedFur LATTUDE LONGITUDE_ WEATHER Westboundligdes  4Creaks,Ina. 3248SntaFas Vsala,CA93282  LOCATION COUNTY_ COLLECTIONDATE. Northbound Blsydes Tme 12:00AM) to 1215AM 12:5AN to 12:30AM 1230AN) ls 1245AN 12:45AM) ls SOAM 1:00AM) FHSAM 1:15AM SOAM ASAM 1:5AM 2OAM 2:16AM 2:13AN 2:30AM 2ASAM 28AM 31EAM 330AM 3ASAM 459AM I5AM 41DAM 4AEAM SSBAN SISAM 51BAK SA5AM SAM 0 ls 0:15AM BoAN 30AN t CAAM to 7SOAK 7:CBAM) MHSAM 7:16AM 730AM 75AM 7:45A a:oAM OOA a8AM SAN 030AM B:ASAM D:OAM  38.3058705 -118.2115088 Ces Pedestrionin eachCutswah  Eastheunflioyde  TOTALS  len Tmu Right Lf Thry Righe len Thru Right leR Thru Rght Northcw Southow Eastcw Westcw Bicycles Pedatian  0 0 0  0        Rds a Rdsis MVIFA a NVSL u BnoHMVEd STIOL ATMVO NVooZI a NISKH Adsy a NdorI Rdoru a dsH Rdmn a ndocis RaDCI a ndskD!  aped mpkg SMVIOL  MSI, Moynos 4uON  n NAL w plyepunoquanog  plopunogss  saploya    )  Metro Traffic Data Ine, Hanford, CA93230 800-875-6938 Phona/Fax Ventura/ Ave @ Petunia St Tulare Thursday. November 16, 2023 Southbound STOP 7:16 7:30 7:45 B:00 PH.  Vehicle Stop-Delays  F 310NLIwins Sreet-Sula20 Metroratfic Data/nc.  PreparedFor: LATTUDE LONGITUDE WEATHER  4-Craks,tne. 3245SentFes Visdia,CAB3292  LOCATION COUNTY COLLECTIONDATE Time AVERAGE STOPT TIME MAXSTOP1 TIME MAXO QUEUE Timne TOTAL VEHCLES 14 1D 12 15 61 AVERAGES STOPT TIME 4 4 4 6 MAX STOP TIME 10 11 14 MAXO QUEUE "Times! listedi in seconds.  36,3058705 -1192115088 Gear  TOTALI VEHICLES 17, 28 27 11 81  Southbound STOP 17:15 17:30 17:45 1B:00 PH.        /01/2018 thru 12/31/2018 slude State Highways cases ty Farmersville County Tulare imary Collision Factor STRTNGBCKNG eathert CLEAR landRun MSDMNR Motor Vehicle Involved WthOTHERI MV DRVR 16 H IMP UNK IMP UNK BACKING N PRKD 998 ty Farmersville County Tulare imary CollisionFactor STOP SGNISIG eathert CLEAR tandRun DRVR 29 M H HNBD DRVR 19 ty Farmersville County Tulare bathert CLEAR tandRun irty Type Age Sex Race Sobriely1 Sobriety2 Move Pre Dir DRVR 23 H HNBD DRVR 18 H HNBD y Farmersville County Tulare imary CollisionF Factor R-O-WAUTO pathert CLEAR tandRun DRVR 42 M W HNBD DRVR 20 ty Farmersville County Tulare imary Collision Factor R-O-WAUTO pathert CLEAR tandRun DRVR 18 M HNBD ige5 This  Total Count 95 ATTACHMENT B Population. 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT Ped Action Party Info 0100 2016 A 0700 DODGE 2005 Beat Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Lighting DARK-ST Ped Action 0100 HONDA1 1997 0100 TOYOT 2003 Beat Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST PedA Action 0800 DODGE 2005 2200 CHEVR 1998 Beat Rdwy Condi NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction 2200 CHEVR 2005  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202: Side ofHwy Ramp/nt Victim/ Info  imary Rd FARMERSVILLE Distance (R) 0.00 Direction Secondary Rd FARMERSVILLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Type 0 CalTrans Badge 833 Collision Date 20180313 Time 1510 Day TUE  Violation 22106 Collision Type REAREND Severity PDO #KGlled 0 #njured 0 Tow Away? Process Date: 20180518  Weather2  Spec Cond  CntiDev NTPRS/FCTR! Loc Type G  irly Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos Safety EQUIP Ejected  IMP UNK IMP UNK PARKED Weather2 HNBD Weather2  imary Rd FARMERSVILLEBL Distance (A) 0.00 Direction Secondary Rd ASHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 838 Collision Date 20181124 Time 1731 Day SAT  SideofHwy Spec Cond 0 RampAnt Victiml Info M 998 F Spec Cond  Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WthOTHERI MV Partyinfo PROCST N LFTTURN W Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WIhOTHERMV Party Info STOPPED S PROCST S Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WhOTHERMV Party Info LFTTURN S  Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #njured 1 TowA Away? N Process Date: 20190111  CntiDev NTPRS/FCTR! Loc Type G PASS OTHVIS G PASS  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatF Pos Safety EQUIP Ejected imary Rd FARMERSVILLEBL Distance () 53.0 Direction s Secondary Rd ASHLEYST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile imary Collision Factor OTHER IMPROP DRV Violation 23123 Collision Type REAREND Severity PDO #Killed 0 #njured 0 TowA Away? N Process Date: 20180411  N  G G  Sidec ofHwy Ramp/nt Victimh Info  Type 0 CalTrans Badge 841 Collision Date 20180224 Time 2203 Day SAT  CntrDev NTPRS/FCTR! Loc Type G G  CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extorini AGE Sex SeatPos Safety EQUIP Ejected  imary Rd FARMERSVILLEBL Distance () 379. Direction s Secondary Rd ASHLEYST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Sided ofHwy Ramp/int Victim Info  Type 0 CalTrans Badge 845 Collision Date 20180408 Time 1612 Day SUN  Violation 21804A Collision Type BROADSIDE Severity PDO #Killed 0 #injured o TowA Away? N Process Date 20180608  Weather2  Spec Cond 30 12 13  CntrDev NTPRS/FCTRLOC Type PASS PASS PASS PASS PASS PASS  irty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex Seat Pos Safely EQUIP Ejected  N  G C G G  HNBD Weather2  PROCST N A 0100 DODGE 2015 Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WIthOTHERN MV Party Info LFTT TURN S  imary Rd FARMERSVILLE! BL Distance () 0.00 Direction Secondary Rd CIRUSST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Rampint Victiminfo  Beat Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST Ped/ Action 2200 TOYOT 2000 SWITRS  Type 0 Ca/Trans Badge 844 Collision Date 20180123 Time 1838 Day TUE  Violation 21801A Collision Type HEAD-ON Severity INJURY #Killed 0 #injured 2 TowA Away? Y Process Date: 20180227  Spec Cond 0 CntDev NTPRS/FCTR! Loc Type DRVR OTHVIS 20 M  irty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir swW Veh CHPVeh Make Year SPinfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  N  G    1/01/2018 thru 12/31/2018 iclude State Highways cases rimary Rd NORTH ity FAmmFABERSVLEBL Tulare rimary CollisionF Factor UNSAFE SPEED leatheri CLEAR tand Run DRVR 998 DRVR 31 H HNBD DRVR 57 W HNBD rimary Rd! NORTH ity FamaFAIHENSVLEBL Tulare rimary Collision Factor TOOCLOSE leathert CLEAR tandRun 1F DRVR 22 M H HBD-UI 2 DRVR 29 M H HNBD rimary Rd! NORTH y FAmmFABMERSVLERL Tulare rimary Collision Factor DRVRA ALCIDRG leathert CLEAR Weather2 Randk Run M 1F DRVR 25 HBD-UI rimary Rd! NORTH ity AmFABERSVLAERL Tulare rimary Collision Factor R-O-WAUTO leathert CLEAR Weather2 andRun 1F DRVR 71 M W HNBD DRVR 27 M H HNBD rimary Rd NORTH y FammaFABMERSVIAERL Tulare rimary Collision Factor TOOCLOSE eathert CLEAR andRun DRVR 35 M H HNBD 2F DRVR 18 F H HNBD e9 This  Total Count: 95 Population 2 RptDist Beat Rdwy Surface DRY Party info 0000 Beat  Jurisdiction(s): Farmersvilk ReportR Run On: 12/17/202. SideofHwy Ramp/nt Victiminfo  Distance () 45.0 Direction N Secondary Rd ASHST Weather2 Motor Vehicle Involved WIthOTHERI MV IMP UNK IMP UNK LFTTURN  NCIC 5403 State Hwy? N Route Postmile Profix Postmile Type 0 Ca/Trans Badge 839 Collision Date 20180904 Time 1333 Day TUE  Violation 22350 Collision Type REARE END Severity PDO #Killed 0 #Injured 0 TowA Away? N Process Date 20181106  Rdwy Cond1 NOU UNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction  Spec Cond  CntrDev FNCTNG Loc7 Type G G  arty Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos Safety EQUIP Ejected  20002 22107  PROC ST S A 0100 DODGE2 2014 PROC ST S G 2735 PETER: 2012 Population 2 RptDist Rdwy Surface DRY Party Info  Distance (A) 236. Direction s Secondary Rd DILLONAV NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Day Ramp/nt Victimln Info EQUIP Safety Ejected G SideofHwy Ramp/nt Victim Info  Type 0 CalTrans Badge 837 Collision Date 20181103 Time 2138 SAT  Violation 21703 Collision Type REARE END Severity PDO #Killed 0 #injured 0 TowA Away? Y Process Date: 20190109  Weather2  Rdwy Cond1 NOUNUSLO CND Rdwy Cond2 Lighting DARK-ST PedAction  Spec Cond 35 Spec Cond  Motor Vehicle Involved WIthOTHER MV  CntDev NTPRS/FCTRL Loc Type G PASS  arty Type Age Sex Race Sobrietyt Sobriety2 MovePre Dir sW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyE Equip ROLE ExtOfini AGE Sex SeatPos  PROCS ST N D 2200 MAZDA2000 SLOWING w A 0100 NISSA 2012 Population 2 RptDist Rdwy Surface DRY Mofor Vehicle Involved WithFIXED OBJ Party info  A 23152 M G A 23152  Distance () 55.0 Direction s Secondary Rd EASTWALNUT AV NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Beat  Type 0 CalTrans Badge 841 Collision Date 20180408 Time 0005 Day SUN  Violation 23152A Collision Type HIT OBJECT Severity PDO #KGlled 0 #Injured 0 TowA Away? Y Process Date2 20180607  Rdwy Condi NOL UNUSL CND Rdwy Cond2 Lighting DARK-ST PedA Action  CntrDev NTPRSIFCTRLoc Type G  arty Type Age Sex Race Sobriety1 Sobriely2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafelyEquip ROLE Extofini AGE Sex SeatPos Safety EQUIP  Ejected  PROCST S A 0100 DODGE2014 3 N  Distance () 14.0 Direction S Secondary Rd EDISONF POLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Rampint Victim Info EQUIP Ejected Safety G Q SideofHwy Rampint Victiminfo  Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WIthOTHERI MV LFTTURN s PROCST N D 2200 CHEVR2014 Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WithOTHERI MV Partyinfo STOPPED S PROCST S Duet  Beat Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Lighting DAYLIGHT Ped/ Action 0100 FORD 2013 Beat Type Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction 2200 GMC 2004 0100 CHEVR2010  Type 0 CalTrans Badge 845 Collision Date 20180803 Time 1114 Day FRI  Violation 21801A Collision Type BROADSIDE Severity PDO #Klled 0 #Injured 0 Tow Away? N Process Date: 20181001  Spec Cond  CntrDev NTP PRS/FCTRLoC Type G PASS G PASS  arty Type Age Sexk Race Sobriety1 Sobriety2 Move Pre Dir eh CHPI Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos  Distance (#) 0.00 Direction Secondary Rd FRONTS ST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  CalTrans Badge 840 Collision Date 20180824 Time 1149 Day FRI  Violation 21703 Collision Type REAREND Severity PDO #Killed #injured 0 Tow Away? N Process Date2 20181001  Weather2  Spec Cond 63 33  CntrDev FNCTNG LocType G PASS 3 PASS PASS  arty Type Age Sexk Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 Safely Equip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  M    01/2019 thru1 12/31/2019 lude State Highways cases mary Rd NORTHAV Farmersville mary CollisionFactor UNSAFE SPEED latheri CLEAR andRun MSDMNR Motor Vehicle Involved WithPKD MV DRVR 22 H IMP UNK IMP UNK UNS TURN s PRKD 998 yFarmersville County Tulare mary CollisionFactor R-O-WAUTO latheri CLEAR Weather2 andRun DRVR 42 H HNBD M DRVR 53 HNBD y Farmersville County Tulare mary CollisionF Factor IMPROP TURN lathert CLOUDY Weather2 998 DRVR HBD-UNK PRKD 998 maryRd NORTH FamaFAIMERSVIESL Tulare CollisionF mary Factor R-O-WAUTO atheri CLEAR Weather2 andRun DRVR 23 M H DRVR 19 M H mary Rd NORTH FamaRAIMERSVIERL Tulare mary Collision Factor STOP SGNISIG ather1 CLOUDY DRVR 998 DRVR 28 M H HNBD  Total Count: 71 Beat Rdwy Cond1 NOU UNUSL CND Rdwy Cond2 Lighting DARK-ST Ped/Action 0100 MERCE2007 PARKED S D 2200 GMC 2006 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOL UNUSL CND Rdwy Cond2 Motor Vehicle Involved Witho OTHERI MV Lighting DAYLIGHT PedA Action Party Info BACKING N 0100 GMC 2009 PROCS ST S A 0100 CHEVR 2016 Population 2 RptDist Beat Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Lighting DARK-NO Ped Action Party Info PROC ST S 9900 PARKED S 0700 JEEP 2018 Distance () 0.00 Direction Secondary Rd ASHST Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOU UNUSL CND Rdwy Cond2 Motor Vehicle Involved WithOTHERI MV Lighting DAYLIGHT Ped Action Party Info PROCST S 0100 BMW 2012 PROCS ST W 0100 TOYOT 2004 Population 2 RptDist Beat Type Rdwy Surface WET Rdwy Condi NO UNUSL CND Rdwy Cond2 Lighting DUSK/DAWNPed, Action Party Info 0100 TOYOT 2006 D 2300 CHEVR2 2009 records backiogs, SWITRS datai  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202. Side ofHwy Ramp/nt Victim Info  Distance (A) 40.0 Direction N Secondary Rd EASTP PEPPER NCIC 5403 State! Hwy? N Route Postmile Prefix Postmile  Tulare County Weather2  Population 2 RptDist Rdwy Surface DRY Party Info  Type 0 CalTrans Badge 845 Collision Date 20190101 Time 0249 Day  Violation 22350 Collision Type REARE END Severity INJURY #Killed #injured 1 Tow Away? Y Process Date: 20190226 TUE  Spec Cond CntrDev NTPRS/FCTRLOC Type DRVR OTHVIS 22 PASS 24 Spec Cond 15 Spec Cond  rly Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex Seat Pos Safety EQUIP Ejected  A 20002  mary Rd NORTH DWIGHT Distance (A) 73.0 Direction N Secondary Rd NORTH KEMP NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Ramp/nt Victim Info  Type 0 CalTrans Badge 838 Collision Date 20190605 Time 1843 Day  Violation 21804A Collision Type SIDESWIPE Severity PDO #Killed 0 #injured 0 TowA Away? N Process Datez 20190722 WED  CntrDev NTPRS/FCTRLOC Type G PASS G  rty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir sW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos Safety EQUIP Ejected  M G Side ofHwy Ramp/int Victim Info  mary Rd NORTH DWIGHT AV Distance ( 204. Direction s Secondary Rd CREEK COURT NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Type 0 CalTrans Badge 847 Collision Date 20190402 Time 2059 Day. TUE  Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 TowAway? N Process Date2 20190522  andRun MSDMNR Motor Vehicle Involved WithPKD MV  Cntrt Dev NTPRS/FCTRLOC Type  ty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWV Veh CHP Veh Make Year SPInfo OAF1 Viol OAF2 Safety Equip ROLE Extofini AGE Sex SeatPos Safety EQUIP  Ejected  20002  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type o CalTrans Badge 837 Collision Date 20190208 Time 1554  SideofHwy Day FRI Ramp/int Victiminfo  Violation 21800A Collision Type BROADSIDE Severity PDO #Kiled 0 #injured 0 Tow_Away? N Process Date: 20190319  Spec Cond 17 Spec Cond 0  CntrDev NTPRS/FCTRLOC Type G PASS G  ty Type Age Sex Race Sobrietyi Sobriely2 MovePre Dir SWV Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfinj AGE Sex SeatPos Safety EQUIP Ejected  Distance () 0.00 Direction Secondary Rd ASHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Ramp/int Victim Info  CalTrans Badge 838 Collision Date 20190518 Time 1939 Day SAT  Violation 22450A Collision Type REARE END Severity PDO #Killed 0 #injured 0 Tow Away? N Process Date: 20190621  Weather2 RAINING IMP UNK IMP UNK PROCST  andRun MSDMNR Motor Vehicle Involved WithOTHERI MV  CntrDev NTPRSIFCTRLOC Type PASS  Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  PROC ST  G    01/2019 thru1 12/31/2019 clude State Highways cases imary Rd NORTH ty FamaRARHERSVLESL Tulare timary CollisionFactor TOOCLOSE leathert CLEAR DRVR 19 H HNBD DRVR 27 H HNBD imary Rd NORTH ty FammaRAIHESVIEP Tulare Collision imary Factor TOOCLOSE eatheri CLEAR Weather2 tandRun DRVR H 20 HNBD DRVR 27 B HNBD imary Rd NORTH ty FammaFABMERSVIAERL Tulare imary Collision Factor IMPROP1 TURN leathert CLEAR Weather2 tandRun IF DRVR 49 M H HNBD DRVR 39 M H HNBD imary Rd! NORTH ty FammaAIHENSVLERL Tulare imary Collision Factor R-O-WAUTO eatheri CLEAR tandRun DRVR 33 M H HNBD DRVR 51 H HNBD imary Rd NORTH ty FammaFAIMERSVIAERL Tulare imary Collision Factor IMPROP1 TURN leatheri CLOUDY tandRun DRVR 23 M H HBD-UI  Total Count: 71 Beat  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202: Sidec ofHwy Rampint Victim Info  Distance (R) 79.0 Direction S Secondary Rd AVENUE 288 NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Population 2 RptDist Rdwy Surface DRY Party Info PROCST N A 0100 STOPPED N A 0100 DODGE2 2019 Distance () 21.0 Direction s Secondary Rd EASHST Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WIhOTHERN MV Partyinfo PROC ST N STOPPED N A 0100 KIA 2019 Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WIthOTHERI MV Party Info LFTTURN S PROC ST Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WIthOTHERI MV Party Info PROC ST N A 0100 HONDA2003 LFT1 TURN S A 0700 CHEVR 2001 Population 2 RptDist Rdwy Surface DRY Motor Vehicle Involved WithFIXED OBJ Party Info PROCST N  Type 0 CalTrans Badge 843 Collision Date 20190619 Time 1225 Day WED  Violation 21703 Colision Type REAREND Severity PDO #Klled 0 #Injured 0 TowAway? N Process Date: 20200727  Weather2  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT Ped Action 2004 Beat Rdwy Cond1 NOU UNUSL CND Rdwy Cond2 Lighting DARK-ST PedAction 0100 HONDA 1996 Beat Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction 0100 INFIN 1999 0200 HARLE: 2013 Beat  Spec Cond  tandRun MSDMNR Motor Vehicle Involved WithOTHERI MV  CntiDev FNCTNG Loc Type G G  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos Safely EQUIP Ejected  23123  NCIC 5403 Statel Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 841 Collision Date 20190917 Time 1911 Day  SideofHwy TUE Ramp/nt Victiminfo  Violation 21703 Collision Type REAREND Severity PDO #Klled 0 #Injured o Tow_Away? N Process Date2 20191023  Spec Cond  CntrDev FNCTNG Loc7 Type G G  ty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP  Ejected  Distance (R) 82.0 Direction N Secondary Rd EVISALIARD NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Sidec Ramp/nt Victiminfo Safely Side ofHwy Rampint Victiml Info  Type 0 CalTrans Badge 841 Collision Date 20190325 Time 1800 Day ofHwy MON  Violation 22107 Collision Type BROADSIDE Severity FATAL #Klled 1 #Injured 0 Tow Away? Y Process Datez 20190430  Spec Cond  CntrDev NTPRS/FCTR! Loc Type G DRVR KILLED 39 CntrDev NTPRS/FCTRLOC Type G PASS G  arly Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir Veh CHP Veh Make Year SPinfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos EQUIP  Ejected W  Distance () 0.00 Direction Secondary Rd EASTCOSTNER NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Type 0 Ca/Trans Badge 840 Collision Date 20190503 Time 0541 Day FRI  Violation 21801 Collision Type HEAD-ON Severity PDO #Killed #Injured 0 TowAway? Y Process Date: 20190620  Weather2  Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Lighting DUSKDAWNPed, Action  Spec Cond 32 Spec Cond  irly Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  N N  G  Distance (R) 53.0 Direction N Secondary Rd EAST NOBLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Ramp/nt Victim Info  Beat Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST PedA Action 0100 SATUR1 1999  Type 0 Ca/Trans Badge 840 Collision Date 20190209 Time 2114 Day SAT  Violation 22107 Collision Type HITC OBJECT Severity PDO #Klled 0 #Injured 0 Tow Away? Y Process Date2 20190319  Weather2  CntrDev NTPRS/FCTRLOC Type G  irty Type Age SexRace Sobriety1 Sobriety2 MovePre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafelyEquip ROLE Extofini AGE Sex Seat Pos Safely EQUIP Ejected  A 23152  ige8  This reportis ccepted bjectto Termsofuse. Dueto collision recordsp processing backiogs, SWITRS datais typically seven  Datan requestedk for dates    101/2020 thru 12/31/2020 Total Count: 60 lude State Highways cases mary Rd NVENTURA Distance (A) 111. Direction N Secondary Rd EDISON y Farmersville Population 2 RptDist Beat mary CollisionFactor UNKNOWN Violation lathert CLEAR Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 andRun Motor Vehicle Involved WIthPKD MV Lighting DAYLIGHT PedAction Party Info PRKD 998 PARKED 2200 2000 DRVR 998 IMP UNK IMP UNK LFT1 TURN 9900 mary Rd NVENTURA y Farmersville County Tulare Population 2 RptDist Beat Collision TURN mary Factor IMPROP latheri CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT Ped Action Partyl Info DRVR 998 0700 FORD 1999 PRKD 998 PARKED N A 0100 BMW 2002 Farmersville County Tulare Population 2 RptDist Beat mary Collision Factor IMPROP TURN jathert CLEAR Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST PedA Action Party Info DRVR 998 2200 PRKD 998 PARKED 2200 2017 FarmeAVille County Tulare Population 2 RptDist Beat mary CollisionFactor IMPROP TURN lathert CLEAR Rdwy Surface DRY Rdwy Cond1 NOU UNUSL CND Rdwy Cond2 andRun Motor Vehicle Involved WithPKD MV Lighting DAYLIGHT PedAction Partyinfo 21 DRVR PROCST 0100 2003 PRKD 998 PARKED 0100 2018 mary Rd NORTH Distance () 0.00 Direction Secondary Rd ASHST FamaFAIMERSVIEPL Tulare Population 2 RptDist Beat mary Collision Factor R-O-WA AUTO ather1 CLEAR Rdwy Surface DRY andRun Motor Vehicle Involved WihOTHERI MV Partyl Info DRVR 20 F H HBD-NUI PROCST S 0100 DRVR 36 PROCST W A 0100  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202. Side ofHwy Ramp/int Victiminfo  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 837 Collision Date 20200720 Time 1040  County Tulare Weather2  Collision Type REARE END Severity PDO #Klled 0 #Injured 0 Tow Away? N Process Date: 20201001 Day MON  Spec Cond  CntrDev NTPRS/FCTRLOC Type  rty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos Safety EQUIP Ejected  Distance (R) 88.0 Direction s Secondary Rd WMARILYNCT NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Day FRI Ramp/nt Victim Info  Type 0 CalTrans Badge 838 Collision Date 20200117 Time 0854  Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #injured 0 Tow Away? Y Process Date: 20200224  Spec Cond 0  andRun MSDMNR Motor Vehicle Involved WithPKD MV  CntrDev NTPRS/FCTRLoc Type  Type Age Sex Race Sobriety1 Sobriey2 Movel Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex Seat Pos Safely EQUIP  Ejected  IMP UNK IMP UNK PROCS ST N Weather2 IMP UNK IMP UNK PROC ST Weather2 HNBD Weather2 HBD-NUI  20002  mary Rd NVENTURAAV Distance () 48.0 Direction s Secondary Rd EDISON POLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side Ramp/int Victiminfo  Type 0 CalTrans Badge 842 Collision Date 20200930 Time 1957 Day ofHwy WED  Violation 22107 Collision Type SIDESWIPE Severity PDO #Klled 0 #Injured 0 TowAway? N Process Datez 20201208  Spec Cond  andRun MSDMNR Motor Vehicle Involved WithPKD MV  CntrDev NTPRS/FCTR! Loc Type  rty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SPInfo OAF1 Viol OAF2 SafelyEquip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP Ejected  mary Rd NORTHI BRUDAGE Distance (A) 182. Direction N Secondary Rd EDISONF POLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Rampint Victiml Info  Type 0 CalTrans Badge 842 Collision Date 20200801 Time 1102 Day  Violation 22107 Collision Type REAR END Severity PDO "Killed #Injured 0 Tow Away? N Process Date 20201027 SAT  Spec Cond  CntDev NTP PRS/FCTRL Loc Type G  ty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir sW Veh CHPI Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP  Ejected  F  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 840 Collision Date 20200511 Time 1530 Day MON  Side ofHwy Ramp/int Victim Info  Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date: 20200821  Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction  Spec Cond  CntrDev NTPRS/FCTRLC' Type G G  Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPinfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex Seat Pos Safety EQUIP Ejected  N N  processingt backiogs, dataistypicaly seven    /01/2020 thru1 12/31/2020 slude State Highways cases imary Rd NORTH ty FammaAIERSVLERL Tulare imary CollisionF Factor STOP SGNISIG eathert CLEAR Weather2 DRVR 998 IMP UNK IMP UNK PROCST DRVR 34 M H HNBD imary Rd! NORTH ly FAmmaABMERSVLEPL Tulare Factor Collision imary IMPROP TURN pathert CLEAR Weather2 tand Run 38 M W DRVR HBD-UI mary Rd NORTH ly FammaABHERSVLEPL Tulare imary Collision Factor IMPROP TURN eathert CLEAR DRVR 998 PRKD 998 imary Rd NORTH y FAmmefABMERSVLEPL Tulare imary Collision Factor R-O-WPED patheri CLEAR DRVR 998 PED imary Rd! NORTH y FamaFAIHERSVIAEPL Tulare imary Collision Factor R-O-WA AUTO pathert CLEAR landRun DRVR 40 F H HNBD DRVR 38 M H HNBD  Total Count 60 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST PedAction Party Info 9900 PROCS ST E A 0100 2019 Population 2 RptDist Beat Type Rdwy Surface Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Motor Vehicle Involved WihFIXED OBJ Lighting DARK-ST Ped/ Action Partyinfo PROCST N 2200 2020 Population 2 Rpt Dist Beat Rdwy Surface DRY Partyinfo  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202: Side ofHwy Ramplnt Victim Info  Distance (R) 0.00 Direction Secondary Rd ASHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 838 Collision Date 20201204 Time 1733 Day  Violation 22450 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Process Date 20210212 FRI  Spec Cond  tandRun MSDMNR Motor Vehicle Involved WIthOTHERI MV  CntrDev NTF PRS/FCTRLOC Type G  rty Type Age Sex Race Sobriely1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 Safety Equip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  Distance () 0.00 Direction Secondary Rd ENOBLEAV NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  CalTrans Badge 842 Collision Date 20200920 Time 0111 Side ofHwy  Day SUN Rampint Victimir Info EQUIP Safely Ejected H Sideo ofHwy Ramp/nt Victiminfo  Violation 22107 Collision Type HIT OBJECT Severity INJURY #Killed 0 #injured 1 TowAway? Y Process Date 20201201  Spec Cond 0  CntrDev NTPRS/FCTRLe' Type H DRVR SEVERE 38 CntrDev NTPRS/FCTR! Loc Type  rty Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir SWVeh CHPV Veh Make Yoar SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos  A 23152  Distance (R) 196. Direction N Secondary Rd EASTPEPPER NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Type 0 CalTrans Badge 838 Collision Date 20200312 Time 0834 Day THU  Violation 22107 Collision Type SIDESWIPE Severity PDO #Klled 0 #Injured 0 Tow Away? N Process Datez 20200709  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction 0100 2011 Beat  Spec Cond 0  landRun MSDMNR Motor Vehicle Involved WIthOTHERI MV  ity Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir SW Veh CHPI Veh Make Year SPInfo OAF1 Viol OAF2 Safety Equip ROLE Extofini AGE Sex SeatPos Safety EQUIP Ejected  IMP UNK IMP UNK BACKING Weather2 IMP UNK IMP UNK PROCS ST W HNBD Weather2  PARKED Population 2 RptDist Rdwy Surface DRY Partyinfo D 2200 OTHER W 6000 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOUNUSLO CND Rdwy Cond2 Motor Vehicle Involved WIthOTHERI MV Lighting DAYLIGHT PedAction info U-TURN 0700 DODGE: 2000 processingt backiogs.  Distance () 20.0 Direction W Secondary Rd EDISON POLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Ramp/nt Victiminfo  Type 0 CalTrans Badge 845 Collision Date 20200514 Time 2040 Day THU  Violation 21950A Collision Type AUTO/PED Severity INJURY #Killed 0 #injured 1 TowAway?. N Process Date 20201106  Rdwy Cond1 NOL UNUSL CND Rdwy Cond2 Lighting DARK-ST PedA ActionNOT INX- CntDev NTPRS/FCTR! Loc Type  Spec Cond  landRun MSDMNR Motor Vehicle Involved WithPED  ty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 Safety Equip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP  Ejected  PED COMP PN59 CntDev NTPRS/FCTR! Loc Type G PASS PASS PASS  Distance (R) 76.0 Direction s Secondary Rd FRONTST NCIC 5403 State Hwy? Route Postmile Prefix Postmile  Side ofHwy Rampint Victiminfo  Type 0 CalTrans Badge 838 Collision Date 20200207 Time 1617 Day FRI  Violation 21804A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? Process Date: 20200519  Spec Cond  ty Type Age SexRace Sobriety1 Sobriety2 Move Pre Dir sW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  M G  PROCST N A 0700 CADIL 2015  typically    /01/2021 thru 12/31/2021 alude State Highways cases PRKD 998 PRKD 998 PRKD 998 ty Farmersville County Tulare imary CollisionFactor IMPROPE PASS eathert CLEAR Weather2 tand Run DRVR H 23 HNBD DRVR 27 M W HNBD ty Farmersville County Tulare imary Collision Factor NOT STATED eathert CLEAR Weather2 landRun DRVR 23 H HNBD DRVR 33 W HNBD ly Farmersville County Tulare imary Collision Factor UNKNOWN pather1 CLEAR D DRVR 23 MW HNBD ty Farmersville County Tulare imary Collision Factor LANE CHANGE bathert CLEAR  DRVR 998 ty Farmersville County Tulare imary CollisionFactor UNKNOWN eatheri CLEAR landRun PED 60 FH HNBD DRVR 59 F W HNBD  Total Count: 62 0100 2011 2200 2014 2200 2016 Beat  Jurisdiction(s): Farmersvilk Report Run On: 12/17202: SideofHwy Ramp/nt Victim Info  imary Rd EASTVISALIA! RD Distance () 207. Direction w Secondary Rd NORTH  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 838 Collision Date 20211004 Time 1538 Day MON  Population 2 RptDist Rdwy Surface DRY Info PASSING E A 0100 PROCST E D 2200 Population 2 RptDist Violation Rdwy Surface DRY Rdwy Cond1 NOL UNUSL CND Rdwy Cond2 Motor Vehicle Involved WIthOTHERI MV Lighting DAYLIGHT PedA Action Partyinfo PROC ST w A 0100 2010 STOPPED W H 1300 2009 Population 2 RptDist Beat Violation 23103 Collision Type OTHER Rdwy Surface DRY Rdwy Condi NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction Party Info PROCST N 0000 1991 Population 2 RptDist Beat Rdwy Surface DRY Party Info IMP UNK IMP UNK RAN OFFF RD N 8100 Population 2 RptDist Violation Weather2 Rdwy Surface DRY Motor Vehicle Involved WithPED Party Info PROCST E PROCST s  Violation 21755 Collision Type REARE END Severity PDO #Killed 0 #njured 0 Tow Away? N Process Date: 20211202  Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Lighting DAYLIGHT Ped Action 2018 2015 Beat  Spec Cond  Mofor Vehicle Involved WIthOTHERI MV  CntrDev NTPRS/FCTR! Loc Type G G  irty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir sW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafelyEquip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP  Ejected  N  imary Rd EASTV WALNUTA AV Distance () 314. Direction E Secondary Rd RD168  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 841 Collision Date 20210219 Time 1227 Day FRI  SideofHwy Ramp/nt Victim Info  Collision Type REAREND Severity PDO #Killed 0 #injured 0 TowA Away? Y Process Date 20210413  Spec Cond 0  CntDev NTPRS/FCTR! Loc Type G G  rty Type Age SexRace Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPV Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos Safety EQUIP Ejected  imary Rd FARMERSVILLE Distance () 0.00 Direction Secondary Rd ASHAV tandRun MSDMNR Motor Vehicle Involved WIhOTHER OBJ  NCIC 5403 State Hwy? N Route Postmile Profix Postmile Type 0 CalTrans Badge 846 Collision Date 20210210 Time 1555 Day WED Severity PDO #Killed 0 #injured 0 TowA Away? N Process Date 20210405  Side ofHwy Ramp/nt Victim Info  Weather2  Spec Cond 998 Spec Cond  CntrDev FNCTNG Loc Type PASS  irty Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir sW Veh CHP Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex Seat Pos Safety EQUIP Ejected  imary Rd FARMERSVILLEBL Distance () 180. Direction N Secondary Rd ENOBLEAV NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Ramp/nt Victiminfo  Type 0 CalTrans Badge 840 Collision Date 20211203 Time 2023 Day FRI  Violation 21658 Collision Type HIT OBJECT Severity PDO #Killed #injured 0 TowAway? Y Process Date 20220124  Weather2  Rdwy Cond1 CONS ZONE Rdwy Cond2 Lighting DARK-ST Ped/ Action 2019  tandRun MSDMNR Motor Vehicle Involved WIhFIXED OBJ  Cnti Dev NTPRS/FCTR! Loc Type  irty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir sW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 Safety Equip ROLE Extofini AGE Sex SeatPos Safety EQUIP imary Rd FARMERSVILLEBL Distance () 122. Direction S Secondary Rd EDISON POLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Ejected  N  Side ofHwy Ramp/nt Victim Info  Beat 12F Type 0 CalTrans Badge 846 Collision Date 20210406 Time 1721 Day TUE Collision Type AUTO/PED Severity INJURY #Killed 0 #injured 1 Tow/Away? N Process Date: 20210519  Rdwy Cond1 NOL UNUSL CND Rdwy Cond2 Lighting DAYLIGHT Ped ActionNOT INX- CntiDev NTPRS/FCTRL Loc Type  Spec Cond PED SEVERE 60  irty Type Age Sex Race Sobriety1 Sobriely2 Move Pre Dir SW Veh CHPV Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  6000 0000 2020 backiogs. SWITRS datais    /01/2021 thru1 12/31/2021 Sudes State Highways cases yF Farmersville County Tulare imary CollisionFactor UNSAFE SPEED satheri CLEAR PRKD 98 DRVR 0 M H F Farmersville County Tulare mary CollisionF Factor UNKNOWN sathert CLEAR Weather2 andRun FELONY Motor Vehicle Involved With M DRVR 23 DRVR 58 HNBD y Farmersville County Tulare mary Collision Factor TOOC CLOSE athert CLEAR Weather2 andRun MSDMNR Motor Vehicle Involved WIhOTHERMV 29 HNBD DRVR 29 W IMP UNK IMP UNK PROCST mary Rd FRONTS ST y Farmersville County Tulare mary ColisionFactor UNSAFES SPEED athert CLEAR Weather2 andRun 36 DRVR HBD-UI Farmersville County Tulare mary CollisionF Factor R-O-WA AUTO athert CLEAR Weather2 andRun M H DRVR 48 HNBD DRVR 21 F H HNBD ge  Total Count: 62  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202: 20210907 Ramp/int Victiminfo Safety 20210511 Ramp/int Victim Info EQUIP Safety Ejected Side ofHwy Ramp/nt Victiminfo  mary Rd FARMERSVILLEBL Distance (N) 45.0 Direction N Secondary Rd PETUNIAA AV NCIC 5403 State! Hwy? N Route Postmile Prefix Postmile  Population 2 RptDist Rdwy Surface DRY Party Info PARKED 0100 PROCS ST s A 0100 Violation 23350 Collision Type Rdwy Surface DRY Rdwy Cond1 NOL UNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedA Action Partyinfo 0000 2002 0000 MINI 2006 Beat Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedA Action 2200 CHEVR2 2002 0100 2017  Beat 12F Type 0 CalTrans Badge 835 Collision Date 20210721 Time 1850 Sideo ofHwy  Violation 22350 Collision Type REAREND Severity PDO #Klled 0 #injured 0 Tow Away? Y Process Date: Day WED  Weather2  Rdwy Cond1 NOUNUSLO CND Rdwy Cond2 Lighting DAYLIGHT Ped Action 2016 2001  Spec Cond  andRun MSDMNR Motor Vehicle Involved WIthOTHERI MV  Cntri Dev NTP PRS/FCTR Loc Type  rty Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyE Equip ROLE Extofini AGE Sex SeatPos EQUIP  Ejected  mary Rd FARMERSVILLEBL Distance ( 0.00 Direction Secondary Rd WASHST  NCIC 5403 Statel Hwy? N Route Postmile Prefix Postmile  Population 2 RptDist VISAL Beat 12F Type 0 CalTrans Badge 846 Collision Date 20210407 Time 1958 Sideo ofHwy  Severity INJURY #Killed 0 #injured 1 TowA Away? Y Process Date Day WED  Spec Cond 0  CntiDev NTPRS/FCTRLOC7 Type DRVR COMP PN59 CntrDev FNCTNG Loc Type  Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPI Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos mary Rd FARMERSVILLEBL Distance () 44.0 Direction N Secondary Rd WALNUTAV NCIC 5403 Statek Hwy? N Route Postmile Prefix Postmile  DRUG PROC ST s LFTT TURN E Population 2 RptDist Rdwys Surface DRY Party Info STOPPED s Distance (R) 30.0 Direction w Secondary Rd ROSES ST Population 2 RptDist Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Motor Vehicle Involved WhFIXED OBJ Lighting DARK-ST PedAction Party Info PROCST W 0100 2018 Population 2 RptDist Beat Rdwy Surface DRY Motor Vehicle Involved WIhOTHERMV Party Info PROCST S 0100 LFTTURN A 0100 Use.  Type 0 CalTrans Badge 837 Collision Date  Violation 21703 Collision Type REAREND Severity PDO #KGiled 0 #Injured 0 TowAway? 20210608 N Process Time 1521 Date: 20210729 Day TUE  Spec Cond  rly Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir sW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos Safety EQUIP  Ejected Side ofHwy 20210617 Ramp/int Victiminfo Side Ramp/nt Victiminfo EQUIP Ejected Safety  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Beat 12F Type 0 CalTrans Badge 835 Collision Date 20210523 Time 2322  Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #injured 0 TowA Away? Y Process Datez Day SUN  Spec Cond  CntrDev NTPRS/FCTR! Loc Type G  ry Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyE Equip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP mary Rd NAVERY AV Distance (R) 0.00 Direction Secondary Rd EPEPPERST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Ejected  A 23152  Type 0 CalTrans Badge 848 Collision Date 20211016 Time 1300 ofHwy  Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 TowA Away? N Process Date2 20211217 Day SAT  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedA Action 1997 2011  Spec Cond  CntrDev NTPRS/FCTR! Loc Type Q Q  rtly Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos  Thisn reportis accepteds ubjectb  processingb backiogs. dataistypically sevenr    /01/2021 thru 12/31/2021 alude State Highways cases imary Rd NORTH y FamaFAIMERSVIERL Tulare imary Collision Factor IMPROP TURN eather1 CLEAR DRVR 33 M W HNBD DRVR 998 imary Rd NORTH ty FamaABMERSVIERL Tulare imary Collision Factor STRTNGIBCKNG eathert CLEAR landRun DRVR 66 M H HBD-UI PRKD 998 PRKD 998 PRKD 998 imary Rd NORTH ty FmmaARHERSVLERL Tulare imary Collision Factor R-O-WAUTO bathert CLEAR tandRun DRVR 48 H HNBD DRVR 24 H HNBD imary Rd NORTH ty FammaABMERSVIERL Tulare imary Collision Factor TOOCLOSE eathert CLEAR tandRun DRVR 35 F W DRVR 25 M H imary Rd NORTH ty FammaFABHERSVIERL Tulare imary Collision Factor STOP SGNJSIG bathert CLOUDY landRun MSDMNR Motor Vehicle Involved WIhOTHERMV DRVR 71 F H HNBD DRVR 40 M H IMP UNK IMP UNK PROCS ST  Total Count: 62 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Condi NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction Party Info PROCST N 0100 FORD 2014 9900 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Motor Vehicle Involved WithPKD MV Lighting DAYLIGHT PedA Action Partyinfo BACKING S 2200 FORD 1990 A 0100 2016 2600 2010 2200 FORD 1989  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202. Side ofHwy Ramp/Int Victiminfo  Distance () 80.0 Direction N Secondary Rd ASHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type o CalTrans Badge 838 Collision Date 20210704 Time 1227 Day SUN  Violation 22107 Collision Type SIDESWIPE Severity PDO #Kiled 0 #Injured 0 Tow Away? Process Date: 20210907  Weath  Spec Cond  tandRun MSDMNR Motor Vehicle Involved WIthOTHER MV  CntrDev NTPRS/FCTR Loc Type G  irty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir sw Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  IMP UNK IMP UNK UNS TURN Weather2  Distance () 78.0 Direction N Secondary Rd EPEPPER NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Ramp/nt Victiminfo  Type 0 CalTrans Badge 838 Colision Date 20211012 Time 1533 Day TUE  Violation 22106 Collision Type BROADSIDE Severity PDO #Klled 0 #Injured 0 TowAway? Y Process Date 20211130  Spec Cond 0  CntDev NTPRSIFCTRLOC Type  rty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPV Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos Safety EQUIP Ejected  A 23152 M G  Distance (A) 47.0 Direction s Secondary Rd EAST VISALIARD NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Side ofHwy Rampint Victim Info  Population 2 RptDist VISAL Beat 5403 Type 0 CalTrans Badge 840 Collision Date 20210917 Time 1704 Day FRI Violation 21804A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 TowA Away? N Process Date 20211028  Weather2  Rdwy Surface DRY Motor Vehicle Involved WIthOTHERI MV Info ENTTRAF N 0100 PROCST s 0100 Population 2 RptDist Rdwy Surface DRY Rdwy Cond1 NOU UNUSL CND Rdwy Cond2 Motor Vehicle Involved WthOTHERI MV Lighting DAYLIGHT PedA Action Partyinfo PROCST S 0100 2017 STOPPED S A 0100 2020 Population 2 RptDist Beat Rdwy Surface DRY Party Info PROC ST 0100 0000 ocessing  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DUSKDAWNPdAtien 2016 2020  Spec Cond  CntrDev FNCTNG Loc7 Type G G  irty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 Safely Equip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP Ejected  N  Distance () 10.0 Direction N Secondary Rd EDISON POLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Ramp/nt Victiminfo  Beat 5403 Type 0 CafTrans Badge 845 Collision Date 20211220 Time 1610 Day MON  Violation 21703 Collision Type REAREND Severity PDO #Kiled 0 #injured o TowAway? N Process Date2 20220127  Weather2  Spec Cond 16 Spec Cond 0  CntrDev NTPRS/FCTR! Loc Type M G PASS M G  irty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 Safely Equip ROLE Extofin! AGE Sex SeatPos Safety EQUIP Ejected  G  Distance (R) 0.00 Direction Secondary Rd FRONTST NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Ramp/int Victim Info  Type o CalTrans Badge 848 Collision Date 20211008 Time 1210 Day FRI  Violation 22450 Collision Type BROADSIDE Severity PDO #Klled 0 #njured 0 TowA Away? N Process Date 20211217  Weather2  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction 2016 2003  CntiDey NTPRS/FCTRLoc Type M Q 12500 M Q  irty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extorini AGE Sex SeatPos Safety EQUIP Ejected    /01/2022t thru 12/31/2022 clude State Highways cases ty Farmersville County Tulare imary Collision Factor PEDV VIOL eathert CLEAR tandRun PED 49 M W DRVR 65 M W HBD-UNK ty Farmersville County Tulare imary Collision Factor IMPROP1 TURN leatheri CLOUDY F DRVR 20 M H HNBD ty Farmersville County Tulare imary CollisionFactor R-O-WAUTO eathert CLEAR tandRun DRVR 35 F H HNBD DRVR 48 M H HNBD ty Farmersville County Tulare imary CollisionF Factor STOP SGNISIG eathert CLOUDY tandRun DRVR 17 H HNBD DRVR 56 ty Farmersville County Tulare imary Collision Factor. NOTS STATED eathert CLEAR tandRun DRVR 28 F W HNBD  Total Count: 63 Population 2 RptDist Beat Rdwy SurfaceDRY Party Info 6000 PROCST E C 0200 1995 Population 2 RptDist Beat Violation 22107 Collision Type Rdwy Surface DRY Rdwy Cond1 NOU UNUSL CND Rdwy Cond2 Lighting DAYLIGHT PedAction Party Info RGT TURN W 0100 2011 Population 2 RptDist Beat Rdwy Surface DRY Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST PedAction Party Info PROCS ST N A 0100 2020 LFTTURN E D 2200 1996 Population 2 RptDist Beat Weather2 Rdwy: Surface WET Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Motor Vehicle Involved WIthOTHERI MV Lighting DAYLIGHT PedA Action Info PROCST N 0000 2015 HNBD LFTTURN E 0000 2005 Population 2 RptDist Beat Violation Weather2 Rdwy Surface DRY Motor Vehicle Involved With Partyinfo PROCST N 0000  Jurisdiction(s): Farmersvilk Report Run On: 12/17/202: Side ofHwy Ramp/nt Victiminfo  imary Rd EASTVISALIAI RD Distance (#) 18.0 Direction w Secondary Rd EDISONF POLE NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Type 0 CalTrans Badge 845 Collision Date 20220204 Time 2039 Day FRI  Violation 21954A Collision Type BROADSIDE Severity INJURY #Kiled 0 #injured 2 Tow Away? Y Process Date 20220323  Weather2 Motor Vehicle Involved WithPED  Rdwy Cond1 NOUNUSL CND Rdwy Cond2 Lighting DARK-ST PedA ActionNOTI INX- CntrDev NTPRS/FCTR Loc Type  Spec Cond PED SEVERE 49 DRVR COMP PN6 65 M CntDev NTPRS/FCTR! Loc Type G PASS  arty Type Age SexF Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex SeatPos Safety EQUIP Ejected  imary Rd EAST VISALIARD Distance () 0.00 Direction Secondary Rd NORTH OAKVIEW NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  Sideo ofHwy Ramp/nt Victim Info  Type 0 CalTrans Badge 843 Collision Date 20221221 Time 1208 Day WED Severity PDO #Klled 0 #Injured 0 Tow Away? Y Process Date: 20230207  Weather2  Spec Cond 0 15 Spec Cond 16 Sideo ofHwy Spec Cond Ramp/int Victim Info 12 M Spec Cond  tandRun MSDMNR Motor Vehicle Involved WIthFIXED OBJ  arty Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir sW Veh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex Seat Pos Safety EQUIP Ejected  A 21800  G Side ofHwy Rampint Victiminfo  imary Rd FARMERSVILLEBL Distance (A) 0.00 Direction Secondary Rd ASHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 839 Collision Date 20220129 Time 1915 Day SAT  Violation 21800A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date: 20220223  Weather2  Motor Vehicle Involved WIhOTHERMV  CntiDev FNCTNG Loc Type PASS  arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir sW Veh CHPV Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE Extofini AGE Sex SeatPos Safety EQUIP Ejected  G  imary Rd FARMERSVILLE! BL Distance (R) 0.00 Direction Secondary Rd ASHST  NCIC 5403 State Hwy? N Route Postmile Prefix Postmile Type 0 CalTrans Badge 834 Collision Date 20221204 Time 1210 Day SUN  Violation 22450 Collision Type HEAD-ON Severity PDO #Kiled 0 #Injured o Tow_Away? N Process Date: 20230207  CntrDev FNCTNG Loc Type PASS  rty Type Age Sex Race Sobriety1 Sobriely2 Move Pre Dir Veh CHPI Veh Make Year SPInfo OAF1 Viol OAF2 SafetyEquip ROLE ExtOfini AGE Sex Seat Pos Safety EQUIP Ejected  E  imary Rd FARMERSVILLEBL Distance (R) 34.0 Direction N Secondary Rd ENOBLEAV NCIC 5403 State Hwy? N Route Postmile Prefix Postmile  SideofHwy Ramp/nt VictimInfo  Type 0 CalTrans Badge 839 Collision Date 20220206 Time 0415 Day SUN  Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 TowA Away? Y Process Date: 20220510  Rdwy Cond1 CONS ZONE Rdwy Cond2 Lighting DARK-ST PedAction 2019 SWITRS dataistypicaly  CntriDev NTPRS/FCTR! Loc Type G  irty Type Age Sex Race Sobrietyt Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPInfo OAF1 Viol OAF2 SafetyE Equip ROLE ExtOfini AGE Sex SeatPos Safely EQUIP Ejected  sion records  datev    UNIA ST.    CITYOF  FARMERSVILLE,  City Council  Staff Report 8F  TO: FROM: DATE:  Honorable Mayor and City Council Jennifer Gomez, City Manager January 8, 2024  SUBJECT: Task Order with 4Creeks for Design and Engineering Services of Citrus Avenue  &Road 168 Connectivity Project in the amount of $385,225  RECOMMENDED ACTION: amount of $385,225 with 4Creeks. BACKGROUND and DISCUSSION:  Staff recommends that the City Council authorize the City Manager to sign the Task Order in the  Pursuant to the Capital Improvement Plan (CIP), the City Manager has proceeded with the Citrus Avenue & Road 168 Connectivity Project to begin the design phase. The purpose of this project is to improve traffic circulation around Freedom Elementary and Farmersville High School. Delays on Freedom Drive to access Walnut Avenue have been a significant issue for a By constructing a new street on the east side of the high school that would connect Citrus Avenue to Walnut Avenue, vehicles will be able to exit onto Walnut Avenue via Freedom Drive or the new street. At the new intersection at Walnut Avenue and Road 168, it has been determined that installing a roundabout would provide the greatest safety improvement and improved traffic circulation in that area. This was presented to the City Council previously and added to the CIP. In a previous 2+2 meeting with the School District, the City Manager discussed the future plans of this project with the School Superintendent and a couple of Board 4Creeks has submitted a proposal via a Task Order to perform multiple tasks as part of the design process. Itis attached for your reference. These tasks include the following:  number of years.  members, sO they are aware of this project.  1. Project Management 2. Project Initiation 3. Topographic Survey 4. Utility Coordination Services 5. Environmental Compliance    6. Environmental Technical Studies 8. Geotechnical Analysis 9. Potholing 10. Construction Plans 11. Cost Estimate and Specifications 12. Landscape and Irrigation Design 13. Right-of-Way Support 14. Stormwater Pollution Prevention Plan 15. Post-Construction. Stormwater Control Plan; and 16. Dust Control Plan  7. Initial Study and Mitigated Negative Declaration (CEQA Compliance)  Additional Optional Services are identified in the Task Order as well but are only noted for staff's benefit to budget future expenses. Those services will be reviewed and approved with updated As the City Engineer, the City çan authorize 4Creeks through task orders to perform work without engaging in a competitive process. Most task orders fall under the authority of the City Manager to approve,however, this proposal is ovèr $100,000, sO authority lies with the City  cost estimates closer to the construction phase.  Council. FISCAL IMPACT:  To fund this design phase, the City will utilize local Measure Ri funds.  At this time, the engineers have estimated over $3.8M for the entire project. The City Manager has been in contact with Tulare County. Association of Governments (TCAG) to seek CMAQ funding for the construction phase of the roundabout section of this project. The new street segment ànd anything outside of the roundabout area would befunded with City funds. City staff anticipates construction will not begin until FY25/26 to allow. time to secure funding, right-  of-way acquisitions, and finalize design. ATTACHMENTIS): 4Creeks Proposal & Task Order    S 4CREEKS  January 4, 2024 Ms. Jennifer Gomez City of Farmersville 909W. Visalia Road Farmersville, CA 93223 (559) 747-0458  Subject: Task Order No2- 4Creeks Job #23473-WainutAvenue/Road168  Roundabout and Citrus Avenue Connection  Dear Ms. Gomez,  We have prepared a scope and fee for the services required to complete the proposed project desgnforaroundabour at theintersection: of Walnut Avenue and Road 168andt the connection to Citrus Avenue. Our understanding is that the scope of work will generally include the following improvements also shown in the conceptual drawing included as Attachment B:  Aroundabout at the intersection of Road 168 and Walnut Avenue in accordance with A new road connection to Citrus Avenue south of Walnut Avenue in alignment with Widening the south side of Citrus Avenue between Freedom Elementary School and Sidewalk, drive approach, curb, and gutters along the west side of the proposed new Relocation of existing domestic water well and related structures or connection to City Water utilities along the new road connection and Citrus Avenue tying into existing at Streetlighting for the roundabout and along the west side of the new road connection  the NCHRP Report 1043 Guide for Roundabouts.  Road 168 (36' right of way).  the new road connection to Walnut Avenue.  road connection to Citrus Avenue south of Walnut Avenue.  water service.  Walnut Avenue and Citrus Avenue.  to Citrus Avenue.  The following pages will provide a breakdown of the tasks needed to complete this project.  Encl: Attachment. A - Scope of Work and EstimatedFees Attachment B Conceptual Drawing  Job No. 23473 VISALA-HQ Visalia, CAS 93292 559-8 802-3052  CLOVIS Clovis, CAS 93612 559-802-3052  DENVER Englewood, CO8 80112 720-210-9488 intog4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 Info@a-creeks.com  324SSontel FeSt,5 SuiteA 180V WI Bullard Ave, Suite 101 9540N Maroon Circle, Suitel 110 308 NI Irwinst. 605 Santal Rosa St, SuiteA 132SNSL  Hanford, CA 93230 Sani Luis Obispo, CA 93401 Tulare, CA9 93274 559-802-3052 805-904-4394 info@4-creeks.com Infog4-creeks.com  Info@4-creeks.com infog4-creeks.com    4CREEKS  SCOPE OF WORK  TASKEPROJECTMANAGEMENT  4Creeks will act as the prime consultant and will manage the design team's progress throughout the. life of the project. The City of Farmersville will act as the Contract Administrator for the project. The purpose of the project management task is to organize the efforts of the project team, including subconsultants, and the City to keep the project on schedule and on  budget. 4Creeks will:  Provide project administration. Coordinate and manage subconsultants.  Manage and update the project schedule in coordination with the City of Farmersville. Ensure that the City's uestonscoreponcence is responded to within two (2) Implement and maintain quality control across all disciplines that are involved ini the  Schedule meetings in coordination with the City of Farmersville. Represent the 4Creeks team at project coordination meetings.  working days of the inquiry.  project.  Provide overall quality control of the contract documents. Prepare and deliver monthly invoices to the City of Farmersville.  4Creeks will schedule, coordinate, attend, and facilitate the below identified project meetings with the City. It is anticipated these five meetings will be in-person. Additional meetings may  be scheduled as needed but are expected to be held via video conference. Project kick-off meeting (included in Task 2, Project Initiation) Preliminary design meeting (30% submittal) Plan check review meeting (at 60%, 90%, and 100% reviews = total of3)  The dbove-descriped Tasklservices will be provided for a Fixed Fee. of $38,975 based on our  current Fee Schedule. Task 2: PROJECTINITIATION  Upon contract authorization, the 4Creéks team will collaborate with the City of Farmersville to refine and finalize the scope of work, schedule, and budget parameters and determine what resources wili be needed to complete the project. The project initiation task will allow for the. 324SSante FeSt,SuiteA 180V w Bullard Ave, Suite 101 9540N Maroon Circle, Suitel no 308 NIrwinst. 605 Santar Rosa! St, SuiteA 132SNSt.  VISALIA- -HQ Visalia, CAS 93292 559-802-3052  CLOVIS Clovis, CA93612 559-802-3052  DENVER Englewood, COE 8012 720-210-9488 Info@4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 intog4-creeks.com  Hanford, CAS 93230 Sanl Luis Obispo, CA 93401 Tulare,CA9 93274 559-802-3052 805-904-4394 Intog4-creekscom Intoga-czeoks.com  Inlog4-creeks.com into@4-creeks.com    ACREEKS  design team to research, compile, and present to the City a complete list of all issues and conflicts within the site parameters, and to propose what designimprovements will be needed  to address these issues. 4Creeks will:  Schedule and attend the project kick-off meeting. Prepare an agenda for the project kick-off meeting.  Provide the City of Farmersville with a list of designated consultant contacts. Conduct a site visit prior to the kick-off meeting and assess the conditions involving Develop a list of issues, questions, and coordination items for the project kick-off  the design of the project. meeting.  Identify necessary improvements needed for the design. Prepare and submit an initial project schedule. Define City and Consultant responsibilities. Review and discuss the project scope and budget. Prepare and distribute the project kick-offn meeting notes.  The dbove-descriped Task 2 services will be provided for a Fixed Fee of $5,250 based on our  current Fee Schedule.  TASK3:TOPOGRAPHIC SURVEY  This task includes a topographic field survey of the existing buildings, parking lot areas, sidewalk, wakways, and other pertinentf features, ofthe existing site area located near the edst side of Farmersville High School (along Walnut Avenue, the east side of the school stadium, and along Citrus Avenue), for the purpose of designing a roundabout and connecting street.  To complete this task, 4Creeks will:  Perform topographic field suryey including, but not limited to:  Observable utilities Building locations Paved/parking areas Curb and gutter  Concrete/sidewalk (pedestrian travel way routes for ADA compliance) Using City of Farmersville benchmark system (for FEMA/flood zone information) Connect adjacent centerline or property line monuments for base line control of  site (rotation)  Prepare topographic survey map  VISALIA-HQ Visalio, CAS 93292 559-802-3052  CLOVIS Clovis, CA 93612 559-802-3052  DENVER Englewood, COE B0112 720-210-9488 Info@4-creeks.com  HANFORD  SANL LUIS OBISPO  TULARE 559- -802-3052 Into@4-creeis.com  37455amtores.suleA) 180 WI Bullard Ave, Suitel 101 95401 Maroon Circle, Suite IO 308 NIrwins SL 605 Santa Roso st,5 SuiteA 132SNSt.  Hanford, CAE 93230 Sanl Luis Obispo, CA 93401 Tulare, CAS 93274 559-802-3052 805- 904-4394 Into@4-creeks.com intog4-creeks.com  Info@a-creeis.com Info@4-creeks.com    4CREEKS  The above-described Task 3 services will be provided for a Fixed Fee of $14,250 based on our  current Fee Schedule.  TASK 4: UTILITY COORDINATION SERVICES  4Creeks will work with utility companies affected by the project in providing a complete set of plans for construction bidding. 4Creeks will complete utility research to identify and mitigate  existing and potential conflicts. 4Creeks will complete the following:  Task 4a: Utility Application  Conduct utility research and identify potential conflicts withrecord utilities. Submit improvement plans and applications to the respective utility companies. Coordinate relocations and/or removals of existing utilities on the proposed project  Show existing utility locations on construction documents. Convert CAD files to utility company standards. site that may be required prior to the start of construction.  Task 4b: Utility Redlines  Obtain on-site point-ol-connection locations for the project site, conduit requirements, Meet with utility companies at around the 60% design stage, after potholing of the- potential utility conflicts has been completed, to determine if conflicts exist. Work with utility companies to address and resolve identified conflicts. Obtain utility company designs on behalf of the City.  and joint trench route from the utility companies.  Assist with liability determinations.  Task 4c: Utility Construction  Coordinate with utility companies to ensure critical paths for design and construction Work with City's trenching agent throughout the dry utility installation and heat-up Coordinate and attend joint utility meeting for the client, this meeting to be attended by all utility company representatives, trenching agent, and others as directed by the Assist with the reçeipt of all utility company contracts and invoices on behalf of the City. Follow-up with the City to ensure all applications and payments are in place prior  schedules are. maintained.  phase. client.  tol heat-up date.  The dbove-described Task 4 services shall be provided for aFixedFeeofs13,000basedonour: 3245 SontoFost.sutoA 18D WBullard Ave, Suitel 101 9540 Maroon Circle, Suiteno 308 Nirwins SL. 605 Santal Rosa St, SuiteA 132SNS.  current Fee Schedule. VISALA-HQ Visalio, ÇA9 93292 559-802-3052  CLOVIS Clovis, CAS 93612 559-802-3052  DENVER Englewood, Co8 80112 720-210-9488 Intog4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 Into@4-creeks.com  Hanford, CA 93230 Sanl Luis Obispo, CAS 93401 Tulare,CA93274 559-802-3052 805- 904-4394 Info@4-creeks.com infoga-creeks.com  Inlog4-creeis.com Info@4-creeks.com    4CREEKS  TASK EEPROANINTALCOUPUNCE DUE DILIGENCE, AND AGENCY COORDINATION This task includes agency coordination and ongoing project management through approval  of the CEQA and NEPA documentation. 4Creeks will:  Prepare exhibits to discuss the project with City staff and other agencies as needed. Develop project description to be used as basis for environmental reports. Correspond and discuss project with subconsultants, City staff, and agency staff in Conduct necessary research of grant requirements for future NEPA compliance. Attend required meetings for processing througha approvals. Manage project through completion and approval of the CEQA and NEPA  preparation of staff report.  documentation.  The dbove-descried Task 5 services will be provided on a Time and Materials basis not to exceed $5,000 without client authorization. Any additional items requested not specifically  mentioned above will be billed as "extra" on aTime and Materials basis,  TASK 6:E ENVIRONMENTAL TECHNICAL STUDIES  Task 6a: Biological Resources Evdluationand Cultural Resources Assessment 4-Creeks will coordinate with a qualified biological resources and cultural resources consultant to support the IS/MND and future NEPA compliance efforts. This will include the  following professional services:  Biological Resources voluationAssessment (BRE/BRA)  Background review of all relevant information including all relevant background information. Such information typically includes the California Natural Diversity Data Base, the California Native Plant Society's Inventory of Rare and Endangered Vascular Biological Evaluation Report to provide analysis of potential impacts and suggest mitigation measures. The report will be prepared to satisfy NEPA and CEQA PhaselCultural Resources Assessment and NEPAI Evaluation (CRA/CRE)  Plants of California, etc.  Reconnaissance-leve: field survey of the project site.  requirements.  Cultural resources records request and research through South San Joaquin Valley  Information Center, NRHP and CRHR  VISALIA-HQ Visalia, CAS 93292 659-802-3052  CLOVIS Clovis, CAS 93612 559-802-3052  DENVER Englewood; COE 80112 720-210-9488 Info@4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 Inlog4-creeks.com  324SSante! FestSuiteA 180V WI Bullard Ave, Suitel 101 9540 Maroon Circle, Suitei 1O 308NIwinSt. 605 Santa Rosa SL SuiteA 132SNSL  Hantord, CAS 93230 Sanl Luis Obispo, CA 93401 Tulare, CAS 93274 558-802-3052 805-904-4384 Info@4- creeks.com inlo@4-creeks.com  info@4-creeks.com Inic@4-creeks.com    2 4CREEKS  Sacred Lands File Search through Native American Heritage Commission Should the PhaselCultural Resource Survey result in the discovery of cultural resources within the project boundaries, arevised proposal will be provided to address the potential NEPAlHPOsigpniicance of the resources, and any impacts PhaselCultural Resources yalugtion/Asessment report to provide analysis of potential impacts and suggest mitigation measures. The report will be prepared to  PhaselCultura Resources survey  associated with the planned development  AB 52 consultation coordination and Section 106 Consultations  satisfy NEPA and CEQA requirements.  The dbove-deseribedTask 6a services shall be provided for a Fixed Fee of$27,000.  Task 6b: Vehicle Miles' Traveled (VMT) Memorandum  4-Creeks will coordinate with a traffic consultant to provide a' VMT Assessment Memorandum for the proposed project. The purpose of the Memorandum will be to establish that the land use components of the project could be screened out from a detailed VMT analysis. As such, the entire projéct could be screened out from a detailed VMT analysis, and no further CEQA VMT analysis will be required for the project. The memorandum will be submitted to the City's traffic engineer. Up to one round of revision is included as part of this scope to respond to City comments (if any). If the project cannot be screened out from a detailed VMT analysis, an  updated proposal will be provided.  The dbove-described Task 6b services shall be provided for a Fixed Fee of $2,300. The Total Task 6 services shall be provided for a Fixed Fee of $29,300.  NOTEAdditional technical Istudies meyberaquiredandwllbedetermined when thes source of federal funding is Identifiea.llgadltiona! environmental technical studies are required,  anupdated proposalwill be provided. DECLARATION (CEQACOMPLIANCH)  TASKFADMINSTRATIVE: DRAFT INITIAL STUDY AND MITIGATED NEGATIVE  Utilizing the project description, technical studies, and other sources, 4Creeks will prepare the Administrative Draft IS/MND to be consistent with the requirements of CEQA, relevant case law,  and specifications of the City. The IS/MND will include the following sections:  VISALIA-HQ Visallo. CAE 93292 659-802-3052  CLOVIS Clovis, CAS 93612 559-802-3052  DENVER Englewood, CO8 80112 720-210-9488 nfog4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 Info@4-creeks:com  3245 SantofestSuitoA 180 WE Bullard Ave, Suitel 101 95401 Maroon Circle, Suitel no 308 NIrwinSt. 605 Santal Rosas SL SuiteA 132SNSt.  Hanlord, CAS 93230 San Luis Obispo, CAE 93401 Tulare, CAS 93274 569-802-3052 805-904-4394 nto@4-creekscom Infog4-creeks.com  info@4-creeks.com Infc@4-creeks.com    ACREEKS  Introduction: The introduction chapter will provide the basic, non-technical explanation of thel IS/EA, as well as additional informationi relevant to the reading and ProjectDescription: This Chapter will be prepared using the detailed description and research provided in Taskl. A-list of discretionary actions required by the district, other agency approvals required to proceed with implementation of the proposed project, and a list of responsible and other agencies expected to use thet I$/EA int their decision Environmental Impacts and Mitigation Measures: Impact evaluation criteria or thresholds for determining the significance ofi impacts willl be described for each environmental impact topic. The significance of project-related impacts will then be determined for each topical area. Impacts found to be less than significant will be described and no mitigation measures shall be required. Potentially significant impacts that can be mitigated below thei threshold of significance will bei identified  understanding of the document.  making will also be included.  with appropriate mitigation measures or project alternatives.  The above-described Task7services shall be provided for a Fixed Fee of $13,500 based on our *Final IS/MND will be provided after the public review period. 4Creeks to review final public review comments and discuss with client prior to submittal. If any comments are received that could cause. additional research and preparation, an updated proposd! will be provided and  current Fee Schedule.  discussed with the client. TASKB:GEOTECHNICAL. ANALYSIS  4Creeks' subconsultant, Krazan & Associates, will perform limited geotechnical engineering investigation services for the project. Krazan will drill three (3) exploratory borings within the site to depths ranging from 101 to 15 feet or auger refusal. In addition, two (2) bulk subgrade soil samples willl be collected forl laboratory R-Value testing. During drilling operations, penetration tests will be performed at regular intervals to evaluate the soil consistency and to obtain information regarding the engineering properties of the subsoils. Soil samples will be retained for laboratory testing. The soils encountered will be continuously examined and visually classified in accordance with the Unified Soil Classification System. All fieldwork will be done Laboratory testing will be dependent on the results of the field testing and sampling program, as well as consideration of the foundation system most practical and cost-effective for the project. At this time, a series of dry density determinations, moisture contents, expansion tests, 3245 Santefes St SulteA. 180WBullard/ Ave, Suitel 101 9540 Maroon Ckcle, Suitell 110 308NIwinSt. 6055 Santa Rosas st,s SuiteA 132SNSt.  under the supervision of a Geotechnical Engineer or Senior Geologist.  VISALIA-HQ Visalla, CAS 93292 559-8 802-3052  CLOVIS Clovis, CAS 93612 559-802-3052  DENVER Englewood, C08 80112 720-210-9488 Inlog4-creeks.com  HANFORD  SANLUISC OBISPO  TULARE 559-802-3052 Inlo@4-creeks.com  Hanford, CAS 93230 Sanl Luis Obispo, CAS 93401, Tulare, CAS 93274 550-802-3052 805- 904-4394 Info@4-creeks.com into@4-creeks.com  Info@4-creoks.com infog4-creeks.com    4CREEKS  direct shear tests, R-Value tests and consolidation tests are anticipated. The results of the field exploration, laboratory testing, and engineering analysis will be presented in a formal report  after thorough discussion of the findings with all project team members. The dbove-descrbedTask 8 services will be provided for a Fixed Fee of $7,475.  TASK9:POTHOUING, BACKFILL, ANDDOCUMENTATION identify and mitigate potential conflicts including the following:  4Creeks, with support from our subconsultant 4CG Construction, will perform potholing to  Nondestructive hydro-vac excavation to visually verify and document the location Water, traffic control plans, traffic control set up and tear down, breakout of surface material, visual verification of utility, backfill and compaction, permits and concrete  and depth of approximately 15 existing underground utilities.  Coordination for USA markings.  and HMA surface restoration (asr needed).  This task includes two (2) days potholing and one (1) day HMA restoration, and excludes full The dbove-descried Task 9 services will be provided on a Time and Materials basis for an  lane closure, plates, and slurry backfill.  eatmatedlepols4s25. TASKIO:CONSTRUCTIONPLANS  4Creeks will submit construction document that conform to currentreguiations and guidelines in accordance with City of Farmersville Standard Plans and Specifications, NCHRP Report 1043 Guide for Roundabouts, and applicable Caltrans Standards, AASHTO geometric design guidelines, and ADA guidelines. The 4Creeks team will design improvements to stay within the The team will not begin final design until after approval of the final environmental document. Commitment mitigation measures in environmental documents will be incorporated into the Documents will be submitted to the City for review at 30%, 60%, 90%, and 100% stages of completion. It is anticipated that the City will provide a full PS&E review at each submittal stage of the project and will provide their comments to 4Creeks. The 4Creeks team will then review 3245 SS Santel Fest, SuitoA 180V WE Bullard Ave, Suitel 101 95401 Maroon Circle, Suite IIO 308! NIrwins SL 605 Santal Rosa St, SuiteA 132SNSt.  existing City right of way or right of wayi identified to be obtained.  appropriate contract documents.  and revise the PS&E documents in. accordance with City comments.  VISALIA-HQ Visallo, CA 93292 559-802-3 3052  CLOVIS Clovis, CAS 93612 559-802-3052  DENVER Englewood, CO 80112 720-210-9488 into@4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 info@4-crgeks.com  Hanford, CAS 93230 Son! Luis Obispo, CA 93401 Tulare, CA 93274 550-802-3052 805-904-4394 Infog4-creeks.com infog4-creeks.com  Into@4-creeks.com inlo@4-creekscom    ACREEKS  The dbove-describedToski 10 services will be providedforai FixedF Feec of $176,110 based on our  current Fee Schedule.  TASKI:COST ESTIMATE AND SPECIFICATIONS  4Creeks will prepare the project specifications and engineer's opinion of probable construction costs for the project. The City shall provide 4Creeks their current specifications and technical special provisions in MS Word. It is our understanding that the City will provide their typical front-end bid document in MS Word and we will modify theinformationfort this project. 4Creeks  shall prepare and provide the following:  Short project description to include in the project specifications.  Special provisions, technical specifications, and needed appendices for the project Bid item description, including measurement and payment for each item.  specifications.  Engineer's opinion of probable construction costs. Excel file showing itemized quantity breakdowns.  4Creeks will submit the engineer's opinion of probable construction costs with the 30%, 60%, 90%, and 100% final submittal stages. Specifications will be provided at the 90% and 100% The dbove-described Taskl 11 services will be provided for a Fixed Fee of $19,720 based on our  submittal stages. current Fee Schedule.  TASK 12:LANDSCAPE AND RRIGATIONDESIGN and 11 at the 60%, 90% and 100% submittals.  4Creeks subconsultant, Wood Architecture, will complete the landscape and irrigation tasks listed below. PS&E for landscape and irrigation items will be submitted as defined in Tasks 10  Obtain and review project-planning data including City of Farmersville conditions of approval, site plan information, and Civil Engineer's existingtopographic and grading Provide a 10-scale overall construction layout plan for all paving elements. Provide construction details, sections, and elevations necessary to communicate the Provide a 20-scale planting soils pian indicating soil treatment type, location, and  information. design intent. requirements.  VISAUA-HQ Visalia, CAS 93292 559-802-3052  CLOVIS Clovis, CA 93612 559-802-3052  DENVER Englewood, COE 80112 720-210-9488 Inlo@4-creaks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 Info@4-creeks.com  324S Sante FeSt, SuitoA 180 WE Bullard Ave, Suite 101 9540 Maroon Circle, Suitel ID 30BNI Irwins St 605 Santo Rosa SL,S SuiteA 132SNSL  Hanford, CA 93230 Sanl Luis Obispo, CA 93401 Tulare, CAS 93274 559-802- 3052 805- -904- 4394 info@4-creekscom into@4-creeks.com  Info@4-creeks.com. nio@4-creeks.com    4CREEKS  Provide a: 20-scale irrigation plan indicating location, type and size of the irrigation sprinkler heads and piping for an automatic irrigation system. Prepare. AB1881 Water Conservation documentation as required by the State of California.  Prepare hydrozone plans Prepare irrigation schedules Prepare water calculations shrubs, lawn, and ground cover.  Provide a 20-scale planting plan indicating location, type, size, and quantity of trees,  Provide planting soil, irrigation, and planting details. Provide planting soil, irrigation, and planting specifications.  The above-described Task1 12 services willl be provided for a Fixed Fee of $5,520.  TASKIERIGHT-OF-WAY SUPPORT  The City of Farmersville will act as the lead agency and will manage the right of way acquisition for the project. 4Creeks will provide support to City staff in providing the following:  Prepare legal descriptions and exhibits for right of way acquisitions. The services provided consist of four (4) legal descriptions for the following adjoining properties: Northwest corner at the Walnut Avenue and Road 168 intersection Southwest corner at the Walnut Avenue and Road 168 intersection East side of the proposed new road south of Walnut Avenue South side of Citrus Avenue west of the proposed new road  Itisa anticipated that City staff will provide title reports as needed for the project. The above-described Task 13 services will be provided for a Fixed Fee of $3,400 based on our  current Fee Schedule. .4Creeks will:  TASK14:STORMWATER POLLUTION PREVENTION PLAN (QSD-SWPPP)  Prepare Stormwater Pollution Prevention Plan (SWPPP)  Prepare in accordance with Construction General Permit WQ0-202-0067-DWO) requirements by using latest California Stormwater Quality Association (CASQA)  SWPPP template RisklevellAssumed  Includes required Permit Registration Documents (PRDs)  VISALIA-HQ Visalio, CAE 93292 559-802-3052  CLOVIS Clovis, CAS 93612 559-802-3052  DENVER Englewood, cos 80n2 720-210-9488 Info@4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 into@4-creeks.com  32455 Sontel FeSt SuiteA 180V WE Bullard Ave, Suitel 101 9540 Maroon Circle, Suitel HO 308N NiwinsL. 605 Santa Rosa St, SuiteA 132SNSt.  Hantord, CA 93230 San! Luis Oblspo, CAS 93401 Tulare, CAS 93274 559-802-3052 805- 904- 4394 into@4-creeks.com infog4-creeks.com  inlo@4-creeks.com niog4-creekscom    4CREEKS  Dewatering practices assumed not to be used and not included unless notified Qualified SWPPP Developer (QSD) to prepare, assist, and coordinate with City/LRP City/LRP to add QSD as a Data Entry Person (DEP) to project SMARTS account Personal information, passwords, etc. created by LRP for SMARTS account will not Include selected City sampling lab and provide contact information for inclusion in Coordinate with design team to provide Post Construction Stormwater Quality Plan LRP assumes all responsibility for violations or additional fees due to untimely Provide LRP and contractor's field representative with digital and one () hard copy of One (1) pre-construction, one () site visit August-October, one () site visit Additional site visits will be billed on a Time & Materials basis per the attached fee Design construction drawings and improvement plans meet applicable standards for post-construction stormwater quality requirements and will be included with Notice of  such practice to be implemented by the LRP  Apply for Notice of Intent (NOI) for LRP submittal to obtain WDID  and/or representative.  Inform City City/LRP of site permit requirements.  be shared with 4Creeks. SWPPP document to accompany SWPPP. submittals by the LRP  prepared SWPPP. after receipt of WDID QSD to perform three (3). site visits /i inspections.  January-March schedule  Intent application.  The above-described Taskl 14 services will be provided for a Fixed Fee of $5,600 based on our  current Fee Schedule. All permitfeesaret tol be paid by the City. TASK15:POST-CONSTRUCTIONSTORMWATER CONTROL PLAN:  4Creeks team will prepare the required Low Impact Development Plan (uD) to meet the current Phase II Small MS4 Permit Post Construction Runoff requirements and will incorporate into the prepared SWPPP for submittal with PRDs to obtain the required Notice of Intent and Waste The above-desembedTeski5 services will be provided for a Fixed Fee of $3,500 based on our  Discharge Identification (WDID). current Fee Schedule. VISALIA-HQ Visalio, CAS 93292 559-802-3052  ÇLOVIS Clovis,CA 93612 559-802-3052  DENVER Englewood, CO8 80112 720-210-9488 Info@4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 Info@4-creeks.com  324SSante FeSt, SuiteA 180 Wi Bullard/ Ave, Suite 101 9540 Maroon Circle, Suitel no 308NH Irwin St. 605 Santal Rosa St, SuiteA 132SNSt.  Hanford, CA93230 Sanl Luis Obispo, CA 93401 Tulare, CAS 93274, 559-802-3052 805-904-4394 info@4-creeks.com info@4-creeks.com  Infog4-creeks.com Info@4-creeks.com    ACREEKS  TASK16:DUST CONTROL PLAN (DCP)  4Creekswill prepare the DCPini its entiretylhacordence: withthe requirements of the SJVAPCD Rule 8021 to obtain Approval. 4Creeks will provide personnel certified to prepare this plan by showing the Best Management Practices (BMP) for the prevention and control of dust on the subject construction site. The LRP is. responsible for providing 4Creeks with the necessary proectinformation to complete theDCPinatimely manner.s Suchimtormotonincludes butnot limited to the following:. Start and End Construction Dates, Dust Control Certified dust generating controctor/fsubpconroctor contact information, earthmoving quantities (cy), if earth quantities not included with provided civil plans; timely delivery of requested. Air District Fees, and owner signatures. Please note, the City is responsible for confirming that each contractor and subcontractor is certified by SJVAPCD to perform and implement the required BMPS as shown ont the approvedDust Control Ren/nacomtiacte.nat4caCme.srsganibe for completion of the required DCP inspection and implementation forms as shown in the  approved DCPtoillustrate compliance of the sivAPcDreguirements:  Submittals:  Two copies hard or digital of the DCP within 14 calendar days after the Start Date stated in the Notice to Proceed. The State will review the DCP within 14 calendar days. If revisions are required, make corrections, and resubmit within seven (7) calendar days. Af five (5) min phone call or email are always free with our services. However, sometimes additional site visits are required by the Owner, City, or Air District and. will be billed on a Time and Materials basis at the. rates listed below.  The above-descriped Task 16 services will bé provided for a Fixed Fee of $1,500 based on our current Fee Schedule. Permit fees and DCPI BMP implementation are by others:  OPTIONAL SERVICES  The following Tasks 17t024 are shown as optional services. tlizeurunderstending that the City has not secured construction funding for the project. Therefore. depending on. the funding source and construction start date, the following tasks may or may.not be necessary and the fee may need to be rèvised at the time of construction. However, they  have beeni included atthis time for budgetingpurposes.  TASK17:DSA REVIEW  Becquse the construction funding at this timé is unknown and the improvements are adjacent to school property, the project may need to be reviewed. and approved by the Division of the State. Architect (DSA) for accessibility standards. DSA review ensures the project plans and specifications comply with accessibility requirements set forth by the 324S5 Sante FeSt,SuiteA 1801 WI Bullard Ave, Suitel 101 95401 Maroon Circle, Suite no 308 Nirwins. 605 Santa Roso St, SuiteA 132SNSt.  VISALIA-HQ Visalia, CA 93292 559-802-3052  CLOVIS Clovis, CAS 93612 559-802-3052  DENVER Englewaod, cos 80n2 720-210-8488 Info@4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 info@4-creeks.com  Hanford, CA 93230 San! Luis Obispo, CAS 93401 Tulare, CAS 93274 569-802-3052 805-904-4394 Into@4-creeks.com Info@4-creks.com  info@4-creeks.com Into@4-creeis.com    ACREEKS  Americans with Disabilities Act and meet all DSA preferences. 4Creeks isi including this task should it be needed. DSA review process requires a fee for submittal which is calculated as a percentage of construction costs. 4Creeks has assumed any fees will be paid for by 4Creeks will submit to DSA per their requirements. DSA's review comments will be returned to 4Creeks for needed revisions, if any. 4Creeks will address DSA comments and schedule the required backcheck appointment with the DSA Accessibility Reviewer. 4Creeks will coordinate with DSA to receive approval as efficiently as possible. If DSA approval is required, construction may not begin until approval is obtained. 4Creeks assumes the appointment with DSA with be held virtually and no in-person meetings at a DSA facility The. above-described Task' 17 services will be provided for a Fixed Fee of $9,380 based on our  the City.  will be required.  current Fee Schedule.  TASK18: SWPPP AMENDMENTS AND CHANGE OFINFORMATION (coi)  4Creeks will prepare the Amendment/COl through the SMARTS system for certification by the The dbove-descried Task i8 services will be provided for a Fixed Fee of $1,000 per  City/LRP.  Amendment or COI. We propose the City budget $1,000 for these services.  TASK19:C QSD ON-CALL SERVICES (AS-NEEDED BASIS)  QSD to perform site visits as requested by City/LRP, and/or selected site QSP. Update SWPPP as needed and provide updated version to LRP and client. Respond to questions from Water Board or Local Agency.  The above-described Task 19 services will be provided on a Time and Materials basis as  follows: QSP$120.00/Hour QSD$175.00/Hour  $0.62/MILEIFF Request Requires asite Visit  We estimate and propose the City budget $1,200 for these services.  VISAUA-HQ Visalla, CAS 93292 559-802-3052  CLOVIS Clovis, CA9 93612 559-802-3052  DENVER Englewood, cOs 80112 720-210-9488 Infog4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 inlo@4-creeks.com  324S5 Santefest, SuiteA 180V WB Bullard Ave, Suitel 101 95401 Maroon Circle, Suiteno 308N Nirwinst. 6055 Santo Roso St, SuiteA 132SNSt.  Hanford, CA93230 Sank Luls Obispo, CA9 93401 Tulare, CA93274 559-802-3052 805- 904-4394 info@4-creeks.com. Info@4-creeks.com  infog4-creeks.com Info@4-creeks.com    4CREEKS  TASK2 20:NOTIÇE OF TERMINATION (NOT)  4Creeks will prepare the NOT through the. SMARTS system for certification by the client. Preparation of the NOT includes coordinating with the client for final site stabilization photos showing the completed project as well as responding to any questions or concerns that may  arise from the local agency and/or Water Board.  Submittals:  Notice of Termination (NOT) Documentation to include: Pre and Post Site Photos & Photo Location Map Description of current site conditions  One () Field Visit certification  Prepargtion of Notice. of Termination online application via SMARTS for LRP review and Local Agency Post Construction BMP Sign Off Coordination Assistance upon request by  Assistance to the LRP for NOT reporting via SMARTS the LRP (Time and Materials Basis)  The above-described Task 20 services will be provided for a Fixed Fee of $1,000 based on our  current Fee Schedule.  TASK 21: BIDDING ASSISTANCE  4Creeks will assist during the bidding process and provide the following services:  Hold a pre-bid meeting with contractors. Maintain a contractor plan holder's list.  Provide supplemental instructions and clarifications to bidders as necessary. Produce addendum(s) to modify the bid documents (plans and specifications),as Tabulate bids after opening and recommend the lowest awarded bidder to the City. The above-described Task 21 services will be provided for a Fixed Fee of $7,705 based on our current Fee Schedule.] Thist task amsaumeasmysakerlainglal bid the project willl be paid by the  required. Receive bids.  city.  VISALIA-HQ Visalia, CA93292 559-802-3052  CLOVIS Clovis, CA 93612 559-802-3052  DENVER Englewood, co 80112 720-210-9488 Infog4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 Into@4-creeks.com  324S SanteFeSL SuiteA 180V wi Bullard Ave, Suite 101 9540 Maroon Circle, Suitel 1ID 30BNIrwinst 605 Sonta Rosa st, SuiteA 132SNSt.  Hanford, CA 93230 Sanl Luis Obispo, CAS 93401 Tulare, CAS 93274 559-802-3052 805-904-4394 info@4-creeks.com Info@4-creeks.com  Inlo@4-creeks.com iniog4-creekscom    ACREEKS  TASK2 22:CONSTRUCTION ASSISTANCE  4Creeks will assist during the construction phase and provide the following services:  Attend the pre-construction meeting. Respond to Requests for Information. Review submittais, if requested by the City. Issue contract document revisions, as required. Assist the City with change order review, as required. Review the Contractor supplied SWPPP/Dust Control plan.  Draft a set of Record As-Built plans at projectcompletion using information provided  by the City/Contractor. Update utilities in City's GIS  The above-described Task 22 services will be provided on a Time and Materials basiswithan  estimated fee of $30,635 based on our current Fee Schedule.  TABKZR-CONSTRUCTION STAKING  This task includes construction staking services for a roundabout at the intersection of Walnut Avenue and Road 168 and the connection to Citrus Avenue. The site area. is located near the east sidec of FarmersvlleHignschool (along' Walnut Avenue, the east side oft the school stadium, and along citrus Avenue). To complete the construction staking needed to build the connecting street and roundabout traffic feature, the following items willl be required:  Re-estabishment of site control points and benchmark  Demo/limits staking Rough grade staking  Sewer line staking (including connections, lines/stubs, basins, and manholes) Storm drain staking (including connections, lines/stubs, basins, and manholes) Water line staking nadngmb-emealne. valves, well head) Electrical/utility line staking (including vaults, lights, and pull boxes) Edge of pavement staking (including dykes and drive approach)  Flat/concrete staking (including drive approach)  Provide. cut sheets (asneeded)  The dbove-described Task 23 services will be provided on a Time and Materials basis with an  estimated fee of $44,850 based on our current Fee Schedule.  VISALIA-HQ Visalla, CAS 93292 559-802-3052  CLOVIS Clovis, CAS 93612 650-802-3052  DENVER Englewood, COE 80112 720-210-9488 Infog4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 into@-creeks.com  324SS SanteFesL.suiteA 180 WBullardA Ave, Suite 101 9540 Maroon Circle, Suitel 11O 308 NI IrwinSt, 6055 Santar Rosa! St, SuiteA 132SNSL  Hanford, CA 93230 Sanl Luis Obispo, CAS 93401 Tulare,CA93274 559-802-3052 805- 904-4394 inlog4-crepks.com into@4-creeks.com  Into@4-creeks.com Info@4-creeks.com    ACREEKS  TASK24:CONSTRUCTIONMANAGEMENT AND INSPECTION (OPTIONAL)  24A:Construction Management  Our understanding: is the City would like to utilize our services on a part-time basis to perform construction management services for this project. Our estimate assumes a 100 working day duration for the çonstruction contract. Listed below is the scope of services that we anticipate  performing for this project:  Review and respond to the Contractor's submittals and RFIs.  Coordinate errors and omissions and unforeseen field issues with the City for Review materials testing reports and verify.that materials comply with the City of Review change orders and provide recommendations for City acceptance or  resolution.  Fommerwleregurements:  rejection. schedule.  Review and process Contractor progress payments.  Perform daily coordination with-the Contractor as necessary to keep the project on Lead project progress meetings with the City and Contractor as needed. Issue  meeting minutes for the project.  Coordinate with the City project manager and other City staff.  Utilize CMIS program tor manage the project documents and maintain electronic files  int the format and order the City prefers.  The above-described Task 24A services will be provided on a Time and Materials basis with  anestimated fee of $87,500 based on our current Fee Schedule. 24B:Construction Inspection, Geotechnical Testing and Labor Compliance  Our understanding is the City would like to utilize our services on a full-time basis to perform inspections services for this project. Our estimate assumes a 0oeningdeyderatien for the construction contract. Listed below is the scope of services that we anticipate performing for  this project:  Inspect traffic. control to make sure it complies with the City's approved plan for the Coordinate with the materials testing company to schedule testing for the project. Verify that materials used on the project match the submittals approved by the City's  project.  4Creeks inspector will be present for testing done at the site.  Construction Manager (CM).  VISALIA-HQ Visalia, CAS 93292 559- 802-3052  CLOVIS Clovis, CAE 93612 559-802-3052  DENVER Englewood, COE 80112 720-210-9488 info@4-creekscom  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 inlo@4-creeks.com  3245 SanteFes st, SuiteA 180 WBullard Ave, suitel0l 9540 Maroon Circle, Suiteno 308N NIrwinSt. 605 Santa Rosa St, SuiteA 1325NSt.  Hanford, CA 93230 San Luis Obispo, CA9 93401 Tulare, ÇA9 93274 559-802-3052 805-904-4394 Inlo@4-creekscom info@4-creeks.com  Info@4-creeis.com Infog4-creekscom    4CREEKS  Coordinate errors and omissions and unforeseen field issues with the City CM for Coordinate required inspections and testing with City departments. Perform Daily Inspections of the work performed. by the Contractor and record on the City's standard documents and the CMIS program. Take pictures of construction Inspect the Contractor's work throughout construction visually and using normal hand tools smart levels, soil probes, tape measures, measuring wheels, etc. Perform field measurements for the City CM to verify progress payment amounts. The Inspector will be on site full-time during this period to observe the improvements being The above-described Taisks 24B services will be provided on a Time and Materials basis with  resolution.  progress,  constructed to verify compliance with City requirements.  anestimatedi feeof $208,000 based on our current Fee Schedule.  VISALIA-HQ Visallo, CAS 93292 559-802-3052  CLOVIS Clovis, CAS 93612 559-802-3052  DENVER Englewood, Co 80112 720-210-9488  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 info@4-creeks.com  324S SanteFeSt, SuiteA 180WBullard Ave, Suitel 101 9540 Maroon Circle, suitello 308Nirwinst. 6055 Santal Rosa! St, SuiteA 132SNSt.  Hanford, CAS 93230 Sanl Luis Obispo, CAS 93401 Tulare, CA93274 559-802-3052 805-904-4394 nlo@4-creetscom infog4-creeks.com  Inlo@4-creeks.com Infog4-creeks.com 'into@4-creeks.com    ACREEKS  PROPOSALSUMMARY  PHASE 1 2 3 4 5 6 7 8. 9 10 I 12 13 14 15 16  DESCRIPTION  FEE FIXEDFEE FIXEDFEE FIXEDFEE FIXEDFEE T&M FIXEDFEE FIXEDFEE FIXEDFEE T&M FIXEDFEE FIXEDFEE FIXEDFEE FIXEDFEE FIXEDFEE FIXEDFEE FIXEDFEE  COST $38,975.00 $5,250.00 $14,250.00 $13,000.00 $5,000.00 $29,300.00 $13,500.00 $7,475.00 $43,125.00 $176,110.00 $19,720.00 $5,520.00 $3,400.00 $5,600.00 $3,500.00 $1,500.00 $385,225.00  PROJECT! MANAGEMENT PROJECTINIIATION TOPOGRAPHIC SURVEY UTILTYCOORDNATION SERVICES  ENVIRONMENTAL COMPLIANCE, DUE DILIGENCE, AND AGENCY  COORDINATION  ENVIRONMENTALTECHNICALSTUDES DECLARATION (CEQA COMPLIANCE) GEOTECHNICAL ANALYSIS POTHOLING, BACKFILL, ANDI DOCUMENTATION CONSTRUCTIONPIANS COST ESTIMATE AND SPECIFICATIONS LANDSCAPE ANDI IRRIGATION DESIGN ROHI-OF-WAYSUPPORI  ADMINISTRATIVE DRAFT INITIAL STUDY AND MITIGATED NEGATIVE  STORMWATER POLLUTION PREVENTION PLAN (QSD-SWPPP) POST-CONSTRUCTIONSTORMWATER CONTROL PLAN  DUST CONTROLPIAN/DCP)  SUBTOTAL FEE WITHOUT OPTIONALTASKS:  VISALIA-HQ Visalla, CAS 93292 559- 802-3052  CLOVIS Clovis, CAS 93612 559-802-3052  DENVER Englewood, C08 80112 720-210-9488 nio@4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 inio@4-creeks.com  324S Sante Fes St, SuiteA 180W/Bullard Ave, Suitel 101 9540 Maroon Circle, Suitell 11o 308 NIrwinSt. 6055 Santal Rosa St,SuiteA 132SNSt.  Hanford, CA9 93230 San! Luis Oblspo, CAS 93401 Tulare, CAS 93274 559-802-3052 805-904-4394 inlo@4-cresks.com infog4-creeks.com  inlo@4-creeks.com Info@4-creeks.com    ACREEKS  OPTIONALTASKS 17 18 19 20 21 22 23 24A 24B  DSA REVIEW  FIXEDFEE $1,000/UNIT T&M FIXEDFEE FIXEDFEE T&M T&M T&M T&M  $9,380.00 $1,000.00 $1,200.00 $1,000.00 $7,705.00 $30,635.00 $44,850 $87,500.00 $208,000.00 $391,270.00 $776.495.00  SWPPP AMENDMENTS AND CHANGE OFINFORMATION (coi) QSD ON-CALL SERVICES (AS-NEEDEDBASIS) NOTICE OF TERMINATION (NOT) BIDDING ASSISTANCE CONSTRUCTONASSTANCE CONSTRUCTION: STAKING CONSTRUCTION MANAGEMENT CONSTRUCTION INSPECTION  OPTIONALTASKS:  TOTALFEEWITHOPTIONALTASKS:  CITYOFFARMERSVILLE RESPONSIBLITIES  The City shall provide the lolowngimtomaton/cato upon notice to proceed: Current City specifications and technical special provisions in MS Word Right of way documents or title reports for the project Any utility information the City may have for the project area Provide responses to Consultant's questions within two (2) days throughout the Attend and participate in monthly project coordination meetings and City review Provide expedited permits and City review to maintain the project schedule.  Current City Standard Plans Record drawings of the project area  )  project. meetings.  ASSUMPTIONS AND! EXCLUSIONS  Itis assumed the relocation oft the domestic water well dnd related structures will be done very near the existing location, the property ownerwill connect to City water service, or the property owner will be responsible for relocation of the water well which will. be negotiated during right 324S SanteFest, SuiteA 180V WI Bullard Ave, Suite 101 9540 Maroon Circle, Suite 1o 308 Nirwins St. 605 Santal Rosa St;SuiteA 132SNSt.  VISALIA-HQ Visalia, CAS 93292 559-802-3052  CLOVIS Clovis, CA 93612 559-802-3052  DENVER Englewood, COB 80112 720-210- -9488 inlog4-creeks.com  HANFORD  SANLUIS OBISPO  TULARE 559-802-3052 Info@4-creeks.com  Hanford, CA 93230 Sanl Luis Obispo, CAS 93401 Tulare,CAg 93274 559-802-3052 805-904-4394 inlo@4-creekscom Info@4-creoks.com  Info@4-creeks.com info@4-creeks.com    4CREEKS  ofv way acquisition. Iti is unknown at this time whether relocation of the water well will be allowed Certain environmental technical studies have been assumed and included in this proposal. However, additional studies may be required depending on funding secured for the project. If additional environmental technical studies are required, an additional scope of work and fee All fixed fee and time and material services are determined using the fee schedule under our current agreement, dated September 25, 2023. Optional services in the future will be assessed and estimates may be updated and provided in the event the agreement and fee schedule has been updated. The optional services are also estimated based on an assumed timeline.  or feasible.  will be provided to the City for approval prior to any work beginning.  Costs are subject to change due to updates to the construction timeline. Excluded from this scope of work are the following services: Research and testing for a new well location. Right of way acquisition services. City or other agency permit fees. Bid advertising costs.  Any work not specifically listed ini this scope of work.  City and Engineer mutually agree to the terms and conditions of this Task Order, and upon execution of this Task Order by both parties, this Task Order shall be approved, subject to all the terms and conditions contained herein, and ini the Agreement and this Task Order shall be  appended to and become part of the Agreement.  City of Farmersville  4Creeks, Inc. X  X  Dl  By:. Jennifer Gomez City Manager Date: VISALIA- HQ Visalia, CAS 93292 559- 802-3 3052  By: Chris Crawford, RCE Public Works Department Manager  Date:1/4/2024 SANLUIS OBISPO  CLOVIS Clovis, CAS 93612 559- 802-3 3052  DENVER Englewood, CO8 80112 720- 210- 9488 info@4- creeks.com  HANFORD  TULARE 559- -802-3052 info@4-creeks.com  324S SanteF FeSt, SuiteA 180V WE BullardA Ave, Suite) 101 9540N Maroon Circle, Suitel 110 308NirwinSt 605 Santa Rosa St, SuiteA 132SNSt  Hanford, CAS 93230 Sank Luis Obispo, CA9 93401 Tulare, CA9 93274 559- 802- 3052 805- 904- 4394 info@4- creeks.com info@4- creeks.com  info@4- creeks.com info@4- creeks.com    ATTACHMENT A  Effective May 1,2022 - Amended (8/01/2023)  4Creeks, Inc. Fee Schedule - Professional Fees are based ont the median hourly pay rate fore employees in each classification, these rates. Fee schedules for the various billing categories are:  plus indirect costs, overhead, and profit. Muiti-Year contracts are subject to any subsequent changesi in  4CREEKS Charges Per Hour $130 $145 $175  Charges Per Hour $125 $145 $175 $200 $90 $105 $135 $165 $185 $145 $160 $180 $90 $100 $120 $105 $130 $160 $110 $135 $155 $180 $150 $220 $275 $155 $75 $90 $135 $165  Classification Civil EngineeringServices Associate Engineer Engineer Senior Engineer Principal Engineer PlanningServices Assistant Planner Associate! Planner** Planner Senior Planner Principal Planner Structural Engineering: Services Associate! Structural Engineer Structural Engineer Senior Structural: Engineer GIS Services Associate GIS Technician GIS Technician Senior GIS1 Technician Utility Design Services Associate Designer Designer Senior Designer Land Surveying! Services Assistant Surveyor Land Surveyor Senior Surveyor Principal Land Surveyor 1-Man Survey Crew* 2-Man Survey Crew* 3-Man Survey Crew* Drone Pilot Software Engineering! Services Assistant Software Engineer Associate Software Engineer Software Engineer Senior SoftwareE Engineer DirectCharges Atd cost plus fifteèn percent (15%):  Classification  Archrecturatserices Associate Architect** Architect Senior Architect** Construction Inspection Non-PrevalingWage, Associate Construction Inspector Construction Inspector Senior Construction: Inspector Construction Management Associate Construction! Manager Construction Manager Senior Construction Manager Project Manager/Cordinator" Associate Project Manager/Coordinator Project Manager/Coordinator Senior Project Manager/Coordinator Technical Services Project Technician! Project Technician!! Project Technicianl Project TechnicianV Public Outreach Coordination Associate Outreach Coordinator Outreach Coordinator Water Consulting Services Associate Water Consultant Water Consultant Senior' Water Consultant Executive Staff Associate Executive Executive Senior Executive ExpertWitness ExpertWitness  $110 $130 $150 $125 $145 $175 $120 $140 $175 $85 $95 $105 $120 $105 $125 $115 $135 $165 $120 $145 $165 $300  Transportation and per-diem expenses (auto mileage @ current IRS rate, off-road charges $50.00/day) Printing and. reproduction: $0.03 per b/w copy, $0.12 per color copy, $0.80 per sq. ft. large printing  Equipment rentals, subcontractors, laboratory analyses Website Hosting Fees: $15/mo. /$150/annual *Prevailing wage rates by separate schedule - Varies by County  "*Amended Rates  1of1