Agenda Packet — Salinas City Council, January 9, 2024 (part 1 of 2)

Tuesday, January 9, 2024
4:00 PM
City of Salinas
200 Lincoln Ave., Salinas, CA 93901
www.cityofsalinas.org

SALINAS ROTUNDA
City Council
Mayor Kimbley Craig
Councilmembers:

Carla Viviana González, District 1 - Tony Barrera, District 2 Steve McShane, District 3 - Orlando Osornio, District 4 Andrew Sandoval, District 5 - Anthony Rocha, District 6 Jim Pia, Interim City Manager
Christopher A. Callihan, City Attorney
City Clerk’s Office: (831) 758-7381
Meeting Agenda - Final

January 9, 2024City Council Meeting Agenda - Final

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PLEDGE OF ALLEGIANCE

ROLL CALL

CLOSED SESSION
Receive public communications from the audience on Closed session items.

The City Council will recess to closed session pursuant to:

ID#24-016 a. Labor Negotiations - California Government Code Section 54957.6, with its designated labor representatives Jim Pia, Interim City Manager; Christopher A. Callihan, City Attorney; Katie Hogan, Assistant City Attorney; Marina Horta-Gallegos, Human Resources Director; Sylvia Enriquez, Senior Human Resources Analyst; Che Johnson, Liebert Cassidy Whitmore, regarding labor relations with Service Employees International Union (SEIU), SEIU Crew Supervisors and Blue Collar, Salinas Municipal Employees Association/SEIU, Association of Management Personnel, Police Officers Association, Police Management Association, International Association of Firefighters, Fire Supervisors Association, Confidential Management Employees, Confidential Non-Management Employees, and Department Directors.
b. Anticipated Litigation - California Government Code Section 54956.9(d) (2), conference with legal counsel regarding significant exposure to litigation (two cases).
c. Existing Litigation - California Government Code Section 54956.9(d)(1), conference with legal counsel regarding, Alisal Union School District, et al. v. City of Salinas, et al., Monterey County Superior Court Case No. 20CV00340.

PUBLIC COMMENT PROCEDURES

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January 9, 2024City Council Meeting Agenda - Final
If you wish to make a general public comment or comment on a specific agenda item, you are encouraged to attend the City Council meeting in person. Public comment may also be submitted via email at [email protected] and will be entered into the record.

PUBLIC COMMENT TIME RESTRICTIONS
Public comments generally are limited to two minutes per speaker; the Mayor may further limit the time for public comments depending on the agenda schedule.

GENERAL PUBLIC COMMENTS
Receive public communications on items that are not on the agenda and that are in the City of Salinas’ subject matter jurisdiction. Comments on Consent, Consideration, and Closed session items should be held until the items are reached. The public may request that the legislative body consider adding an item for consideration on a future agenda. The public may comment on scheduled agenda items, including closed session items, as they are considered.

PUBLIC HEARINGS
ID#24-001
Recommendation: Approve a Resolution finding the project categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332; and approve Planned Unit Development Permit 2022-001 to add a new 1.651-acre building pad, construct a 3,501 square-foot restaurant with a drive-through, outdoor seating, 41 off-street parking spaces, and an increase in maximum sign area of 87.6 square-feet above the maximum allowed 149.48 square-feet for a total of 237.08 square-feet of sign area located at the Northridge Mall Shopping Center at 1700 North Main Street.

CONSIDERATION
ID#24-002 Quarterly General Plan Update
Recommendation: Receive and accept the quarterly General Plan report and provide comments.

ID#24-003 City Council Committees/Regional Board Appointments Recommendation: Approve the committees/regional board appointments for 2024.

CONSENT AGENDA
All matters listed under Consent Agenda may be enacted by one motion unless a member of the Council or the public requests discussion or a separate vote.

ID#24-004 Minutes
Recommendation: Approve minutes of December 5, 2023.

ID#24-020 Financial Claims
Recommendation: Approve financial claims report.

ID#24-005 Cellebrite Software

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January 9, 2024City Council Meeting Agenda - Final
Recommendation: Approve a Resolution authorizing the Interim City Manager to execute an Agreement for the subscription of Cellebrite software for a total cost not to exceed $297,433.12.

ID#24-006 Direct Purchase of Police Vehicles for FY 24
Recommendation: Approve a Resolution authorizing the direct purchase of seventeen (17) Police Department vehicles for a total cost not to exceed $1,073,759.64.

ID#24-007 Street Sweeping No Parking Signage Outreach - Phase 2 Recommendation: Approve a Resolution approving a Professional Services Agreement in the amount of $140,000 between the City of Salinas and California Public Relations & Advocacy LLC for Phase 2 of Community Outreach and Engagement for No Parking Street Sweeping signage program.

ID#24-008 City Hall Emergency Roof Repair, Project No. 8170 Recommendation: Approve a Resolution authorizing Contract Change Order No. 8 to F C & Sons Roofing, Inc. for the City Hall Emergency Roof Repair Project No. 8170 in the amount of $118,056.40 and authorizing the Interim City Manager to execute all necessary documents related to Contract Change Order No. 8.

ID#24-009 All-Way Stop Requests Along Freedom Parkway and Sconberg Parkway Recommendation: Approve a Resolution establishing All-Way STOP installation at the intersections of Freedom Parkway at Tuscany Boulevard and Sconberg Parkway at Monte Bella Boulevard.

ID#24-010 California Interagency Council on Homelessness Encampment Resolution Fund Program Grant Award Acceptance
Recommendation: Approve a Resolution authorizing the Interim City Manager or designee to accept a California Interagency Council on Homelessness Encampment Resolution Fund grant award in the amount of $8,081,101.25 and execute all required Agreements and related documents necessary to implement the grant program; and authorizing an additional appropriation of $8,081,101.25 to the ERF fund and the establishment of a corresponding ERF2 revenue budget.

ID#24-011 Delegation of Authority - Industrial Disability Retirement Determinations Recommendation: Approve a Resolution authorizing the Interim City Manager to make and certify determinations of disability to the California Public Employees Retirement System (CalPERS) under Government Code Section 21152(c), 21156, and 21173.

ID#24-012 AT&T Services Inc., 445 Airport Blvd. Facility Lease at the Salinas Municipal Airport
Recommendation: Approve a Resolution authorizing the Interim City Manager to execute a Facility Lease Agreement between the City of Salinas and AT&T Services Inc., for property located at 445 Airport Blvd. Facility Lease (Salinas Municipal Airport).

ID#24-013 Acceptance of California Aid to Airports Program (CAAP) Annual Credits for Eligible Projects at the Salinas Municipal Airport FY 2023-2024

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January 9, 2024City Council Meeting Agenda - Final
Recommendation: Approve a Resolution accepting the appropriation of $40,000 to the Airport Enterprise Fund from the State of California, Department of Transportation, California Aid to Airports Program (CAAP) for eligible projects at the Salinas Municipal Airport; and authorize the Airport Manager and Finance Director to execute all required documentation with respect to the application for and the acceptance of State of California, Department of Transportation, California Aid to Airports Program (CAAP) funding.

ID#24-019 Second Amendment to the Agreement with MV Cheng & Associates, Inc. for Accounting Services
Recommendation: Adopt a resolution authorizing the City Manager to negotiate and execute a Second Amendment to the Professional Services Agreement with MV Cheng & Associates, Inc. (MV Cheng & Associates) for accounting and financial reporting services to increase the maximum compensation from $250,000 to $350,000 and exercise the option to extend the term one additional year through December 31, 2024.

ID#24-021 Modification to the Classification - Salary Schedule and Workforce Allocation Adjustment
Recommendation: Approve a Resolution modifying the Classification - Salary Schedule to reflect the minimum wage rate of $16.00 per hour effective January 1, 2024 and adjustments to impacted classifications; cost of living and wage adjustments due January 8, 2024 to include Retired Annuitant classifications and temporary Senior Planner; the addition of the previously authorized Plan Check Engineer; and additionally approve workforce allocation adjustments for the Community Development and Public Works Departments.

ID#23-714 Red Light Abatement Act Ordinance
Recommendation: Consider adopting an Ordinance to amend the Salinas Municipal Code to provide for the abatement of public nuisances.

ID#23-699 California Senate Bill 329 (Dodd): City Council Compensation Recommendation: Consider adopting an Ordinance amending the Salinas Municipal Code to increase compensation for the Mayor and City Council Members.

COUNCILMEMBERS’ REPORTS, APPOINTMENTS AND FUTURE AGENDA ITEMS Receive communication from Councilmembers on reports, appointments and future agenda items. Councilmember comments are generally limited to three minutes.

ADJOURNMENT
_____________________________
Patricia M. Barajas, City Clerk

AGENDA MATERIAL / ADDENDUM
Any addendums will be posted within 72 hours of regular meetings or 24 hours of special meetings and in accordance with Californian Government Code Section 54954.2 and 54956. City Council agenda reports and other writings distributed to the legislative body may be viewed at the Salinas City Clerk’s Office, 200 Lincoln Avenue, Salinas, and are posted on the City’s website at www.cityofsalinas.org in accordance with California Government Code section 54597.5. The City Council may take action that is different than the proposed action reflected on the agenda.

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January 9, 2024City Council Meeting Agenda - Final
Disability-related modification or accommodation, including auxiliary aids or services, may be requested by any person with a disability who requires a modification or accommodation in order to participate in the meeting. Language interpretation may be requested as soon as possible but by no later than 5 p.m. of the last business day prior to the meeting. Requests should be referred to the City Clerk’s Office At 200 Lincoln Avenue, Salinas, 758-7381, as soon as possible but by no later than 5 p.m. of the last business day prior to the meeting. Hearing impaired or TTY/TDD text telephone users may contact the city by dialing 711 for the California Relay Service (CRS) or by telephoning any other service providers’ CRS telephone number.

PUBLIC NOTIFICATION
This agenda was posted on January 5, 2024 in the Salinas Rotunda and City's website.

Meetings are streamed live at https://salinas.legistar.com/Calendar.aspx, televised live on Comcast Channel 25 and on http://www.youtube.com/thesalinaschannel at 4:00 p.m. on the date of the regularly scheduled meeting and will be broadcast throughout the day on Friday, Saturday, Monday and Wednesday following the meeting. For the most up-to-date Broadcast Schedule for The Salinas Channel on Comcast 25, please visit or subscribe to our Google Calendar located at http://tinyurl.com/SalinasChannel25. All past City Council meetings may also be viewed on the Salinas Channel on YouTube at http://www.youtube.com/thesalinaschannel.

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City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-016, Version: 1
a. Labor Negotiations - California Government Code Section 54957.6, with its designated labor representatives Jim Pia, Interim City Manager; Christopher A. Callihan, City Attorney; Katie Hogan, Assistant City Attorney; Marina Horta-Gallegos, Human Resources Director; Sylvia Enriquez, Senior Human Resources Analyst; Che Johnson, Liebert Cassidy Whitmore, regarding labor relations with Service Employees International Union (SEIU), SEIU Crew Supervisors and Blue Collar, Salinas Municipal Employees Association/SEIU, Association of Management Personnel, Police Officers Association, Police Management Association, International Association of Firefighters, Fire Supervisors Association, Confidential Management Employees, Confidential Non-Management Employees, and Department Directors.
b. Anticipated Litigation - California Government Code Section 54956.9(d)(2), conference with legal counsel regarding significant exposure to litigation (two cases). c. Existing Litigation - California Government Code Section 54956.9(d)(1), conference with legal counsel regarding, Alisal Union School District, et al. v. City of Salinas, et al., Monterey County Superior Court Case No. 20CV00340.

City of Salinas Printed on 1/5/2024Page 1 of 1
powered by Legistar™
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-001, Version: 1
Planned Unit Development Permit 2022-001; Second Amendment to Planned Unit Development Permit 2014-001 - Northridge Mall Shopping Center at 1700 North Main Street in the Commercial Retail (CR) Zoning District
Approve a Resolution finding the project categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332; and approve Planned Unit Development Permit 2022-001 to add a new

1.651-acre building pad, construct a 3,501 square-foot restaurant with a drive-through, outdoor seating, 41 off- street parking spaces, and an increase in maximum sign area of 87.6 square-feet above the maximum allowed 149.48 square-feet for a total of 237.08 square-feet of sign area located at the Northridge Mall Shopping Center at 1700 North Main Street.

City of Salinas Printed on 1/5/2024Page 1 of 1
powered by Legistar™

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CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: JANUARY 9, 2024
DEPARTMENT: COMMUNITY DEVELOPMENT DEPARTMENT
FROM: LISA BRINTON, DIRECTOR
THROUGH: COURTNEY GROSSMAN, PLANNING MANAGER
BY: THOMAS WILES, SENIOR PLANNER
TITLE: PLANNED UNIT DEVELOPMENT PERMIT 2022 -001; SECOND AMENDMENT TO PLANNED UNIT DEVELOPMENT PERMIT 2014-001
TO ADD A 1.651-ACRE BUILDING PAD, CONSTRUCT A 3,501 SQUARE-

FOOT RESTAURANT WITH A DRIVE -THROUGH, OUTDOOR
SEATING, 41 OFF-STREET PARKING SPACES, AND AN INCREASE IN

SIGN AREA LOCATED AT THE NORTHRIDGE MALL SHOPPING
CENTER AT 1700 NORTH MAIN STREET IN THE COMMERCIAL

RETAIL (CR) ZONING DISTRICT
RECOMMENDED MOTION:

A motion to approve a Resolution finding the project categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332 and approv ing Planned Unit Development Permit 2022 -001 to add a new 1.651 -acre building pad, construct a 3,501 square - foot restaurant with a drive-through, outdoor seating, 41 off-street parking spaces, and an increase in maximum sign area of 87.6 square -feet above the maximum allowed 149.48 square -feet for a total of 237.08 square -feet of sign area located at the Northridge Mall Shopping Center at 1700 North Main Street.

EXECUTIVE SUMMARY:

Kimley Horn, on behalf of Raising Cane’s, has applied for a Second Amendment to Planned Unit Development Permit 2014-004 (PUD 2014-001) to add a new 1.651 -acre building pad, construct a 3,501 square-foot restaurant with a drive-through, outdoor seating, 41 off-street parking spaces, and an increase in sign area located at 1700 Nort h Main Street in the Commercial Retail (CR) Zoning District. Development at the Northridge Mall is regulated by PUD 2014 -001. A public hearing notice for the scheduled City Council meeting on January 9, 2024, regarding the proposed Amendment was published in the Monterey Herald on December 21, 2023.

BACKGROUND:

Kimley Horn on behalf of Raising Cane’s is requesting approval of a Second Amendment to Page | 2
Planned Unit Development Permit 2014 -001 (PUD 2014-001) to add a 1.651 -acre building pad, construct a 3,501 square-foot restaurant with a drive-through, outdoor seating, 41 off-street parking spaces, and an increase in sign area. The project site is located on a 1.651-acre lease area portion of APN: 253-201-054-000 which consists of approximately 10.221-acres located at the Northridge Mall Shopping Center located at the northwest corner of North Main Street and Madrid Street.

The parcel is currently owned by Ethan Conrad Properties.

Access to the site is from an existing driveway onto Madrid Street as well as through the internal drive aisles within the Northridge Mall. The project consists of a restaurant with a pair of 12 -car long drive -through lanes, 41 off -street parking spaces (including two (2) accessible parking spaces), indoor seating, and outdoor seat ing located along the front and corner side yards. The proposed structure height would be 23-feet, 6-inches (23’-6”) and the exterior consists of cement stucco, wood, and metal paneling, with a stone base and articulation, similar to the nearby Panera Bread and Chick -Fil-A pad restaurants. As a part of the proposed Second Amendment to PUD 2014-001, the Applicant is requesting approval to exceed the maximum allowed sign area and waive a requirement to construct a landscape island along the western portion of the parking lot (see Analysis below).

Northridge Mall (“Mall”) consists of 12 individual lots totaling approximately 93.74 -acres (4,083,410 square-feet) located in the Commercial Retail (CR) District. The property is located in the Commercial Retail (CR) Zoning District. The following provides an overview of the land uses and zoning districts adjacent to the project site:

North: Commercial Retail/Commercial Retail (CR)
South: Multi-Family Residential/High Density Residential (R-H-2.1) East: Commercial Retail/Commercial Retail (CR) and Commercial Office (CO) West: U.S. Hwy. 101 and the Salinas Auto Center/Industrial – General Commercial/Salinas Auto Center Precise Plan Overlay (IGC-SP-4)

Per City records, the Mall was originally authorized by Planned Unit Development Permit 1969 - 006 (PUD 1969-006) and related Amendments One and Two. Planned Unit Development Permit 1978-008 (PUD 1978-008) was approved by the City Council on January 15, 197 9, and again on May 14, 1979, to clarify technical changes in the wording. Planned Unit Development Permit 1978-008 superseded the original Planned Unit Development Permit 1969 -006 and related Amendments One and Two and approved the Phase Two expansion of the mall, including the addition of the former Sears store and an expansion to the former Mervyns store.

Planned Unit Development Permit 2014 -001 (PUD 2014 -001), which amended Planned Unit Development Permit 1978-008, was approved by the City Council on April 14, 2015. The project approved by PUD 2014-001 consisted of several phases. One of the phases included development of five (5) new commercial pads: four (4) along North Main Street and one (1) along the U.S.

Highway 101 frontage. Another phase of PUD 2014-001 included the addition of approximately 48,337 square feet of retail space to accommodate the relocation of J.C. Penney, which occurred a few years ago. Currently, two of the four pads along North Main Street have been developed with Panera Bread and Chick-Fil-A. The two remaining pads have had requests for development from Starbucks and In-N-Out Burger, but development on those two pads has yet to occur. There are Page | 3
currently no requests for development of the fifth pad located along U.S. High way 101. The proposed Second Amendment to PUD 2014 -001 includes creation of a sixth commercial pad located at the northwest corner of North Main Street and Madrid Street south of the current Big 5 Sporting Goods store (see Vicinity Map).

A First Amendment to PUD 2014 -001 was approved by the City Council on January 22, 2019, which authorized development of an LED reader board sign located along US 101 and installation of a new 17-foot-high sign shaped as a bowling pin for Round One (PUD 2018 -001). The reader board sign has yet to be built. Round One was authorized by Conditional Use Permit (CUP 2018- 001), which included reuse of approximately 53,500 square feet of the former JC Penney retail area for a Commercial Recreation use consisting of a bowling alley , arcade, billiards, dining area with on-sale alcohol sales of beer and wine (Type 41 ABC license).

Analysis:

Restaurant with a drive-through:

Per Zoning Code Section 37 -30.200, Table 37 -30.90, restaurants with a drive -throughs are permitted in the CR District with a Site Plan Review (SPR). However, since the Northridge Mall Shopping Center is governed by Planned Unit Development Permit 2014 -001 (PUD 2014 -001), an Amendment to the PUD is required.

Per Zoning Code Section 37 -60.1030, the following find ings for Planned Unit Development Permits are required to be established (refer to the findings contained in the draft Resolution):

(a) The location of the Planned Unit Development is in accord with the objectives of this Zoning Code and the purposes of the district in which the site is located;

(b) The Planned Unit Development and the proposed conditions under which it would be developed or maintained are consistent with the Salinas General Plan, applicable specific plan, and other plans and policies adopted by the Salinas City Council and will not be detrimental to the public health, safety, or welfare of persons residing or working in or adjacent to the planned unit development, nor detrimental to properties or improvements in the vicinity or to the general welfare of the city; and

(c) The Planned Unit Development does not represent an exception to the standards of this Zoning Code but rather an alternative resulting in an equal or superior design in comparison to development, which strictly complies with base di strict property development regulations.

The proposed development can be found to be in accord with the Zoning Code and the purposes of the Commercial Retail (CR) District. Per Zoning Code Section 37 -30.190(k)(3), one of the purposes of the CR District is to provide areas for a wide range of commercial uses, such as the proposed restaurant with a drive-through.

The proposed restaurant with a drive-through would include 41 off-street parking spaces, with two Page | 4
(2) accessible spaces on the project site. Condition No. 12 of PUD 2014-001 requires a minimum of 5,229 off-street parking spaces for the entire shopping center. Currently, a total of 5,288 off - street parking spaces are available for the entire shopping center. Therefore, the project conforms with the minimum Zoning Code requirement to provide off -street parking. Queuing area for the two adjacent drive-through lanes is 12 vehicles, which exceeds the minimum required five (5) cars.

Proposed colors, materials, and design of the proposed structure ar e in compliance with those for the Northridge Mall. The proposed project includes a nine (9) foot, one (1) inch (9’ -1”) high recycling and solid waste enclosure and a 12 -foot-high standalone canopy above two (2) menu boards.

Landscaped islands are proposed within the interior of the parking lot and a tree line along the eastern side of the driveway entrance at Madrid Street; however, the project does not include a landscaped island for every five (5) spaces along the west side of the parking lot pursuant to Zoning Code Section 37-50.690(g)(4). The omission of the planter can be considered as a deviation and is being requested by the Applicant to allow for additional off -street parking. Staff supports the proposed deviation as a part of the PUD process because the parking lot landscaping will include 13 trees, which exceeds the minimum required 8 trees (41 parking spaces/5), 22.9% of the project site (Lease Area) will be landscaped and landscaping along the North Main Street an d Madrid Street frontages will be retained and enhanced and additional trees will be located along the driveway entrance at Madrid Street and in the northern portion of the Lease Area.

Signs:

The project includes a vast amount of sign area, which is calculated to be approximately 2.5 times the allowable sign area. The project plans refer to the signs as “works of art” as illustrated in Exhibit “R” attached to the draft PUD. Per Zoning Code Section 37 -50.540, “Sign or Signage” is defined as the following:

“Sign or Signage. A visual communications device used to convey a message to its viewers. A sign shall mean and include every advertising message, announcement, declaration, insignia, color, surface, or space erected or maintained in view of the observer thereof for identification, advertisement, or promotion of the interests of any person, entity, product, or service.”

In addition, per Zoning Code Section 37-50.390, the following are the purposes of the Salinas Sign Ordinance:

(a) Implement the City's community design and safety standards as set forth in the General Plan;

(b) Maintain and enhance the City's appearance by regulating the design, character, location, number, type, quality of materials, size, illumination, and maintenance of signs;

(c) Protect and improve pedestrian and vehicular traffic safety by balancing the need for signs which facilitate the safe and smooth flow of traffic (e.g., traffic Page | 5
directional signs) without an excess of signage which may distract motorists, overload their capaci ty to quickly receive information, visually obstruct traffic the signs, or otherwise create congestion and safety hazards;

(d) Eliminate the traffic safety hazards to pedestrians and motorists posed by off -site signs bearing commercial messages;

(e) Generally, l imit commercial signage to on -site locations in order to protect the aesthetic environment from the visual clutter associated with the unrestricted proliferation of signs, while providing channels of communication to the public;

(f) Allow the communication of information for commercial and noncommercial purposes without regulating the content of noncommercial messages;

(g) Allow the expression of political, religious, and other noncommercial speech at all times and allow for an increase in th e quantity of such speech in the period preceding elections;

(h) Respect and protect the right of free speech by sign display, while reasonably regulating the structural, locational, and other noncommunicative aspects of signs, generally for the public he alth, safety, welfare, and, specifically, to serve the public interests in traffic and pedestrian safety and community aesthetics;

(i) Minimize the possible adverse effects of signs on nearby public and private property;

(j) Serve the City's interests in maintaining and enhancing its visual appeal for tourists and other visitors, by preventing the degradation of visual quality which can result from excess signage;

(k) Defend the peace and tranquility of residential zones and neighborhoods by prohibiting commercial signs on private residences, while allowing residents the opportunity, within reasonable limits, to express political, religious, and other noncommercial messages from their homes; and

(l) Enable the fair, consistent, and efficient enforcement of the sign regulations of the City.

The Applicant is requesting to exceed the maximum allowed sign area to allow for typical advertising signs and additional “works of art” signs. Per the Zoning Code, sign area is calculated as 1.25 sf. for each one (1) foot of occupancy frontage (maximum of 2 frontages may be calculated). Per the Applicant, there is 119.58 lineal -feet of occupancy frontage, which would allow for a maximum sign area of 149.48 square -feet for the proposed project (119.58 x 1.25 = 149.48 sf.). Per the attached proposed sign area calculations for the project, 70 square -feet of typical sign area is proposed, consisting of four (4) 2’ -10” x 6’ logo wall signs (70 sf.), which is within the maximum allowed 149.48 square -feet of sign area. The Applicant is requesting Page | 6
approval of the following four (4) exterior “works of art” signs:

1. Painted Heart Mural (69.87 sf.)

2. Red “1” Tower (129.25 sf.)

3. Painted Flame Arrow Mural (62.42 sf.)

4. Custom Salinas Artwork (32 sf.)

The proposed artwork signs total 29 3.54 square-feet, which exceeds the maximum allowed sign area by 144.06 square-feet, a 96% increase. In addition, when totaled with the proposed sign area (70 sf. + 293.54 sf.), it equals 363.54 square -feet, a 143% increase, or 2.4 times greater than the maximum allowed 149.48 square-feet.

The primary advertising color for the Raising Cane’s restaurant is red and one of the brand icons is a dog. The background color of the artwork is red and the caricature of a dog is featured in the mural. The artwork also includes a red “1” located on the south elevation (see attached draft PUD approval document). Because the color and symbols of the artwork are identical to the corporate brand of Raising Cane’s, they are considered signs pursuant to Zoning Code Sectio n 37-50.540.

The artwork cannot be considered a mural as defined by Zoning Code Section 37-50.150 based on the following definition of a mural:

Mural or Mural Exhibit. A noncommercial painted or mosaic tile style exhibit which covers all or a major portion of a wall or a building facade and which contains no sign, gang affiliation symbols, or "specified anatomical areas."

The First Amendment to PUD 2014-001 (PUD 2018-001) allowed a Commercial Recreation and Entertainment use (Round One) to install a 17-foot-high non-illuminated freestanding sign with a maximum diameter of 56-inches shaped as a bowling pin to be located adjacent to east side of the Northridge Mall near the entrance of their approved use at 1600 Northridge Mall. Round One requested the sign to advertise the commercial recreation use similar to other locations. The 17 - foot-high sign did not exceed the maximum allowed 20-foot freestanding sign height, but the 79.3 square-feet of sign area exceeded the maximum allowed freestanding sign area of 50 square-feet, a 58.6% increase. The bowling pin sign was approved by the City Council because it was established that the unique design will not be detrimental to the surrounding neighborhood, will provide a superior design in comparison to stri ctly required freestanding sign regulations, and would not be detrimental to the surrounding neighborhood since it would be located adjacent to the Northridge Mall entrance and not along the North Main Street frontage.

The Master Sign Plan for the N orthridge Mall Shopping Center limits exterior signs for the mall and the northern Convenience Center to those with either exterior access or a minimum of 20,000 square-feet of gross floor area if they do not have exterior access. Maximum allowed sign area for both the existing Panera Bread and Chick -Fil-A comply with maximum allowed sign area.

Allowing the proposed 363.54 square -foot sign area for the subject Raising Cane’s restaurant would result in an economic and competitive advantage over similar adjacent commercial uses and contribute to visual clutter to the community.

Staff recommends that the proposed Raising Cane’s restaurant be allowed a 58.6% increase in Page | 7
maximum allowed sign area based on the Council’s action regarding the Round One freestanding sign as referenced above. A maximum sign area of 237.08 square -feet would be allowed, which is 87.6 square -feet above the maximum 149.48 square -feet allowed. For any subsequent Sign Permit, the Applicant or successor -in-interest, would need to choose which of the proposed artwork signs would comply with the terms and conditions of the PUD Amendment. The Planning Commission voted to recommend that Council approve 87.6 square-feet above the maximum.

Findings:

The City Council may approve an application for an Amendment to Planned Unit Development Permit 2022-001 if all the findings set forth in the attached proposed City Council Resolution are established.

On December 6, 2023, the Planning Commission recommended that the City Council find Planned Unit Development Permit 2022 -001 exempt from the California Environmental Quality Act (CEQA) and recommended that the Council approve the Amendment to PUD 2014 -001 (see attached Planning Commission Resolution 2023 -12). During the Planning Commission hearing there were questions from the Applicant with concerns that the Engineer’s Report need to be updated to align with the trip generation discussed in the attached Focused Traffic Analysis Memorandum from Kimley Horn dated May 8, 2023. On December 15, 2023, th e Engineer’s Report was revised to address the Applicant’s concerns (see Exhibit “X” of PUD 2022-001).

CEQA CONSIDERATION:

The environmental impacts of the project have been analyzed in accordance with the California Environmental Quality Act (CEQA). The proposed project is categorically exempt (Class 32) from further environmental analysis per CEQA Guidelines Section 15332 (In -Fill Development Projects). The project site consists of the 1.651-acre “Lease Area” within APN: 253-201-054-000, which is less than five (5) acres. The project site is served by existing utilities and public services and approval of the project does not result in any significant effects relating to traffic, noise, air quality or water quality.

TIME CONSIDERATION:

The project was deemed complete on November 29, 2023. Final action is required within 60-days by January 29, 2024, pursuant to the Permit Streamlining Act.

ALTERNATIVES AVAILABLE TO THE COMMISSION:

The City Council has the following alternatives:

1. Affirm the findings set forth in the attached Resolution and approve Planned Unit Development Permit 2022-001 with modifications; or

2. Find that the proposal is not appropriate and establish findings at the public hearing stating the reasons for not approving Planned Unit Development Permit 2022-001.

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STRATEGIC PLAN INITIATIVE:

This action supports the Council’s Strategic Goal of Economic Development by allowing a new business to be established at Northridge Mall.

DEPARTMENTAL COORDINATION:

The Community Development Department and the Public Works Department and coordinated with Planned Unit Development Permit 2022-001.

FISCAL AND SUSTABILITY IMPACT:

There are no direct funding impacts associated with this Planned Unit Development Permit 2022- 001.

ATTACHMENTS:

Proposed City Council Resolution
Draft PUD 2022-001 approval document with the following exhibits:

Exhibit “A” - Vicinity Map
Exhibit “B” – Preliminary Site Plan (Sheet C1.0)
Exhibit “C” – Preliminary Site Details (Sheet C1.1)
Exhibit “D” – Preliminary Grading Plan (Sheet C2.0)
Exhibit “E” – Preliminary Utility Plan (Sheet C3.0)
Exhibit “F” – Preliminary Parking Exhibit (Sheet C4.0)
Exhibit “G” – Preliminary Storm Control Plan (Sheet C5.0) Exhibit “H” – Preliminary Erosion Control Plan (Sheet C6.0) Exhibit “I” – Preliminary Erosion Control Details (Sheet C6.1) Exhibit “J” – Sign Sitemap (Page 2)
Exhibit “K” –South and East Exterior Elevations (Page 7) Exhibit “L” –North and West Exterior Elevations (Page 8) Exhibit “M” – Floor Plan (Sheet A1.10)
Exhibit “N” – Trash Enclosure detail
Exhibit “O” – Legal Description for Lease Area (Exhibit “A”) Exhibit “P” – Map of Lease Area (Exhibit “B”)
Exhibit “Q” – Primary sign (Page 9)
Exhibit “R” – “One Love Heart” sign (Page 12)
Exhibit “S” – Directional arrow sign (Page 13)
Exhibit “T” – Custom artwork sign (Page 14)
Exhibit “U” – Drive Thru Menu Board (Page 17)
Exhibit “V” – Pre-sell board sign (Page 18)
Exhibit “W” – Conceptual Landscape Plan (Sheet L0.1)
Exhibit “X” – Engineer’s Report dated December 15, 2023 Planning Commission Resolution 2023-12
December 6, 2023 Planning Commission Staff Report without exhibits Page | 9
Unofficial December 6, 2023 Planning Commission Minutes Surrounding site photos
Raising Cane’s proposed sign area calculations
Focused Traffic Analysis Memorandum from Kimley Horn dated May 8, 2023

Cc: Kimley Horn, Applicant
Ethan Conrad Properties, Property Owner
Lester Tucker, LTD Development Corp.

Seritage SRC Finance, LLC

I:\ComDev\Planning Share Space\Planned Unit Developments\PUD 2022-001 (1700 N Main St)\PUD 2022-001 CC Staff Report.docx

Page 1 of 3 ends

RESOLUTION NO. ______ (N.C.S.)

A RESOLUTION OF THE CITY OF SALINAS CITY COUNCIL APPROVING PLANNED UNIT DEVELOPMENT PERMIT 2022-001; SECOND AMENDMENT TO PLANNED UNIT DEVELOPMENT PERMIT 2014-001 TO ADD A 1.651-ACRE BUILDING PAD, CONSTRUCT A 3,501 SQUARE-FOOT RESTAURANT WITH A DRIVE-THROUGH, OUTDOOR SEATING, 41 OFF-STREET PARKING SPACES, AND AN 87.6 SQUARE-FOOT (58.6%) INCREASE IN SIGN AREA LOCATED AT THE NORTHRIDGE MALL SHOPPING CENTER AT 1700 NORTH MAIN STREET IN THE

COMMERCIAL RETAIL (CR) ZONING DISTRICT
(PUD 2022-001)

WHEREAS, Kimley Horn, Applicant on behalf of Ethan Conrad Properties, submitted an application that was deemed complete on November 29, 2023 to consider Planned Unit Development Permit 2022-001, a Second Amendment to Planned Unit Development Permit 2014- 001 to add a 1.651-acre building pad, construct a 3,501 square-foot restaurant with a drive-through, outdoor seating, 41 off-street parking spaces, and an increase in sign area located at the Northridge Mall shopping center at 1700 North Main Street in the Commercial Retail (CR) Zoning District (Assessor's Parcel Number: 253-201-054-000); and

WHEREAS, on December 6, 2023, the Salinas Planning Commission, held a duly noticed public hearing to consider the proposed Planned Unit Development Permit 2022-001; and

WHEREAS, the Planning Commission weighed the evidence presented at said public hearing, considered the staff report and determined that positive findings could be made for approval of the p roject, determined that an increase in maximum sign area of 87.6 square-foot (58.6%) above the maximum allowed 149.48 square-feet for a total of 237.08 square -feet of sign area, and adopted Planning Commission Resolution No. 2023 -12 recommending that the C ity Council approve Planned Unit Development Permit 2022-001; and

WHEREAS, on January 9, 2024, the City Council held a duly noticed public hearing and weighed the evidence presented including the Staff Report which is on file at the Community Development Department together with the record of environmental review; and

NOW, THEREFORE, BE IT RESOLVED by the Salinas City Council that it approves Planned Unit Development Permit 2022-001; and

BE IT FURTHER RESOLVES that the Salinas City Council adopts the fo llowing findings as the basis for its determination, and that the foregoing recitations are true and correct, and are included herein by reference as findings:

1. The project has been found to be a Class 32 Categorical Exemption pursuant to Section 15332 of the California Environmental Quality Act (CEQA) Guidelines;

The project has been determined to be exempt from the California Environmental Quality Act under Section 15332 ( In-fill Development Projects ) of the CEQA Guidelines. The project includes construction of a 3,501 square -foot restaurant with a drive -through, outdoor seating, and 41 parking spaces, on a 1.651 -acre

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project site, which is less than five (5) acres. The site is served by existing utilities and public services and approval of the project does not result in any significant effects relating to traffic, noise, air quality or water quality.

For the Planned Unit Development Permit:

2. The proposed location of the use is in accordance with the objectives of the Salinas General Plan, this Zoning Code and the purposes of the district in which the site is located;

The subject site is located in the CR (Commercial Retail) District. One of the purposes of this district is to provide areas for a wide range of commercial uses, such as the existing reg ional shopping center and the proposed restaurant with a drive-through. Therefore, the proposed development would be in accord with the Zoning Code and the purposes of the CR District.

3. The proposed location of the conditional use and the proposed conditions under which it would be operated or maintained are consistent with the Salinas General Plan and will not be detrimental to the public health, safety, or welfare of persons residing or working in or adjacent to the neighborhood of such use, nor detrimental to properties or improvements in the vicinity or the general welfare of the City of Salinas; and

The site is designated Retail by the Salinas General Plan, which allows for a variety of retail uses such as retail stores, restaurants, hotels, personal services, business services, and financial services. Adjacent land uses include commercial uses to the north and east, residential to the south, and U.S. Highway 101 and the Salinas Auto Center to the west. The subject property is not located in a Specific Plan area. The project will not be detrimental to the surrounding neighborhood because the proposed restaurant with a drive -through will be located within the existing shopping center area and includes substantial compliance with the development standards contained in the Salinas Zoning Code.

The project includes a total of 5,288 off -street parking spaces for the entire shopping center. Per Condition No. 12 of PUD 2014-001, a minimum of 5,229 off- street parking spaces are required for the entire shopp ing center , which is in conformance with the zoning code. Therefore, the proposed project conforms with the minimum requirement to provide off-street parking. Vehicle queuing for the two (2) adjacent drive-through lanes is 12 vehicles, which exceeds the minimum requirement of five (5) spaces. Proposed colors, materials, and design of the proposed structure are in compliance with those applicable to the Northridge Mall.

Landscaped islands are proposed within the interior of the parking lot and a tree line along the eastern side of the driveway entrance at Madrid Street. However, the proposed project does not include a landscaped island for every five (5) spaces along the west side of the p arking lot pursuant to Zoning Code Section 37 -

50.690(g)(4). The deviation is requested to allow for the provision of additional off-street parking. The proposed deviation is acceptable as a part of the PUD

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process because the parking lot landscaping will include 13 trees, which exceeds the minimum required 8 trees (41 parking spaces/5), 22.9% of the project site (Lease Area) will be landscaped, landscaping will be retained and enhanced along the North Main Street and Madrid Street frontages and additional trees will be located along the driveway entrance at Madrid Street and in the northern portion of the project site.

As an alternative, this PUD authorizes a 58.6% increase in maximum allowed sign area. This would allow a maximum sign area of 237.08 squ are-feet, 87.6 square- feet above the maximum allowed 149.48 square-feet, which is generally consistent with the previously approved increase in sign area for the Round One freestanding bowling pin sign. The requested 143% increase in sign area over the ma ximum allowed 149.28 square-feet would be detrimental to the surrounding neighborhood and result in a competitive advantage to the subject pad restaurant over the other pad restaurants located along North Main Street and would result in visual clutter to the community.

4. The proposed conditional use will comply with the provisions of the Salinas Zoning Code, including any specific conditions required for the proposed use.

The proposed project will not represent an exception to the standards of the Zoning Code. Many of the terms and conditions of the previous Planned Unit Development Permits have been implemented.

PASSED AND APPROVED this 9th day of January 2024 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED

_________________________________
Kimbley Craig, Mayor
ATTEST

________________________
Patricia M. Barajas, City Clerk

Page 1 of 9 ends

363When recorded, return to:

CITY OF SALINAS
Community Development Department
65 West Alisal Street, Salinas, CA 93901
Attn: Thomas Wiles, Senior Planner

SPACE ABOVE FOR RECORDER’S USE ONLY
__________________________________________________________________________________________________________________ Planned Unit Development Permit No. 2022-001

PLANNED UNIT DEVELOPMENT PERMIT NO. 2022-001
(Second Amendment to PUD 2014-001)
City of Salinas
Community Development Department

WHEREAS, the Salinas City Council, at a public hearing duly noticed and held on January 9, 2024, found that the location of the Planned Unit Development is in accord with the objectives of the Zoning Code and the purposes of the district in which the site is located; The Planned Unit Development and the proposed conditions under which it would be developed or maintained are consistent with the Salinas General Plan and will not be detrimental to the public health, safety, or welfare of person s residing or working in o r adjacent to the Planned Unit Development, nor detrimental to properties or improvements in the vicinity or to the general welfare of the City; and the Planned Unit Development does not represent an exception to the standards of the Zoning Code but rather an alternative resulting in an equal or superior design in comparison to development which strictly complies with base property development regulations; and that this Planned Unit Development Permit has been evaluated in accordance with the California Environmental Quality Act, as amended; and that the Salinas City Council has reviewed and considered an Exemption to the California Environmental Quality Act.

NOW, THERE FORE, the Salinas City Council hereby gra nts a nd issues Planne d Unit Development Permit No. 20 22-001 pursuant to Division 26: Planned Unit Development Permits , of Chapter 37 of the Salinas City Code and upon the following terms and conditions and not otherwise, to wit:

ISSUED TO/PROPERTY OWNER: Ethan Conrad Properties

FOR: Add an additional 1.651-acre building pad,
construct a 3,501 square -foot restaurant with a
drive-through, outdoor seating , 41 off -street
parking spaces, and an 87.6 square foot increase in
maximum sign area.

ON PROPERTY LOCATED AT: 1700 North Main Street

ASSESSOR'S PARCEL NO.: 253-201-054-000

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ZONING DISTRICT: Commercial Retail (CR)

ENVIRONMENTAL REVIEW ACTION & DATE: Exempt from the California Environmental Quality Act (CEQA) under Section 15332 (In-Fill Development Projects) on January 9, 2024.

EXPIRATION DATE: None, once properly established.

RIGHT TO OPERATE/DEVELOP

1. The Permittee shall have the r ight to add an additional 1.651-acre building pad (Lease Area) to construct a 3,501 square-foot restaurant with a drive-through, outdoor seating, 41 off-street parking spaces, including two (2) accessible spaces, and a 58.6% increase in maximum allowed sign area (87.6 square-feet increase to the maximum allowed 149.48 square-feet for a total of 237.08 square-feet of sign area) at the Northridge Mall Shopping Center in accordance with the following exhibits incorporat ed herein by reference and made a part of this Permit:

2. The City Planner may conduct a review of this Permit after inauguration, and may require modifications, if appropriate. The City Planner may also schedule a review by the Salinas City Council, at a public hearing, if considered necessary. In the event that a public

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hearing is necessary, the Permittee shall reimburse the City of Salinas for all costs and expenses required to prepare for and conduct said hearing.

3. All remaining terms and conditions of Planned Unit Development Permits 1978-008 (PUD 1978-008) and 2014-001 (PUD 2014-001) and the First Amendment to PUD 2014- 001 (PUD 2018-001) shall remain in full force and effect.

4. The conditions of approval listed in the “Comments to be addressed p rior to Building Permit issuance” section of the Engineer’s Report dated November 16, 2023, shall be implemented into the Building Permit plans (see Exhibit “X”).

5. No exterior non-flashing neon lighting or colored lighting used as a building accent rather than an advertising feature shall be permitted unless approved by a Conditio nal Use Permit pursuant to Zoning Code Section 37-30.220(o)(5).

NPDES REQUIREMENTS

6. The development shall conform to all National Pollutant Discharge Elimination System (NPDES) and Low Impact Development (LID) requirements and standards in effect and required by the City Engineer when building permits are issued. The project will require a Storm Water Pollution Prevention P lan (SWPPP) that identifies Best Management Practices (BMPs) to be incorporated into the project (see attached Exhibit “X”).

FIRE PROTECTION REQUIREMENTS

7. All applicable require ments of the Salin as Fire Depar tment includ ing those it ems identified in Titles 19, 24 and 25 of the California Administrative Code must be met and may include, but not be limited to, provisions for fire alarm systems, fire extinguishers, sprinkler systems, emergency vehicle access and installation of fire hydrants.

8. All fire sprinkler apparatus shall be incorporated into the overall site plan and building design. Such apparatus shall be located wit hin building inter iors, garages, stairwells, utility areas, trash are as and/or other areas su bstantially out of the public view. Fire Department connection pipes shall be painted to match the adjacent building.

CRIME PREVENTION REQUIREMENTS

9. Prior to the issuance of any building permit, the applicant shall consult with the Police Department regarding crime prevention and security. Writ ten confirmation from the Police Department demonstrating compliance with this condition shall be submitted to the Community Development Department prior to issuance of a building permit.

PARKING REQUIREMENTS

10. A minimum o f 5,224 on-site parking spaces sha ll be provided including 62 on-site parking spaces designated for people with disabilities shall be provided for the entire Northridge Mall Shopping Center in accordance with Division 18: Off-Street Parking and

Page 4 of 9 ends

Loading Regulations. Bicycle parking (rack) shall be provided in accordance with Zoning Code Section 37-50.400.

11. All off-street parking and loading areas shall be graded, paved, drain ed, landscaped, striped, and maintained in accordance with Division 18: Off-Street Parking and Loading Regulations, of the Salinas City Code.

SIGNS

12. This PUD authorizes a deviation in the maximum allowed sign area for a total of 237.08 square-feet of sign area : (87.6 square-feet increase to the maximum allowed 149.48 square-feet). All signs shall comply with the term s and condition s of P lanned Unit Development Permit 2022-001, the Northridge Mall Master Sign Plan, and Zoning Code Section 37-50.620. Per Zoning Code Section 37-50.580(y), two (2) on-site freestanding or wall menu/pre-menu board signs not exceeding a maximum 50 square-feet in total sign area and a maximum of eight (8) feet in height for commercial drive-through or drive-in uses shall be permitted.

13. Sign Permits shall be required for all signs in accordance with Article 5, Division 3: Signs, of the Salinas Zoning Code.

14. Signs shall not be located above the building roof.

15. All window signs shall be in compliance with Zoning Code Section 37-50.580(q).

16. No canvas signs, banners, pennants, flags, streamers, balloons or other temporary or wind signs; no mobile, A-frame, or portable signs; no roof or canopy signs extending above a building roof; no signs that resemble any official marker erected by the city, state or any governmental agency, or that by reason of position, shape, color or illumination would conflict with the proper functioning of any traffic sign or signal or would be a hazard to vehicular or pedestrian traffic; no signs which produce odor, sound, smoke, fire or other such emissions; and no animated, flashing, moving or rotating signs shall be permitted unless permitted in accordance with Article 5, Division 3: Signs of the Salinas Zoning Code, as may be amended from time to time.

OUTDOOR LIGHTING

17. Any new exterior lighting may be installed in accordance with Zoning Code Section 37-

50.480 under the following limitations:

a. No roof floodlighting will be allowed on any structure. b. Parking lot li ghting shall be shiel ded to co nfine light spread to with in the site boundaries and shall not exceed 25 feet in height.
c. Prior to the issuanc e of a Building Permit, the appli cant shall submit deta iled lighting plan for revi ew and approv al by the Community Development Department.

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BUILDING MATERIALS AND COLORS

18. Prior to issuance of a building permit, all building materials and colors shall be identified on the electronically s ubmitted building plan s to the Pe rmit Center including color elevations and a colors and mat erials board along wit h the electronically submitted building plans shall be submitt ed by the Applicant for review and approval by the Community Development Department. The building colors and materials shall comply with the approved colors and materials for the Northridge Mall Shopping Center,

LANDSCAPING

19. This PUD authorizes a deviation to the requirement to provide lands caped islands for every five (5) parking spaces along the west side of the parking lot pursuant to Zoning Code Section 37-50.690(g)(4). Prior to the issuance of a Building Permit, the applicant shall submit detai led landscape and irrigation plan s f or rev iew and appro val by the Community Development Department. Landscape improvements shall be applicable to the portions of the parkin g areas required to sa tisfy the min imum off-street parking requirement for each of the individual pads, i.e. one spa ce per each 200 square feet of building area. A minimum of five (5) percent of the parking areas shall be landscaped.

Landscaping shall be installed prior to final inspection.

20. All landscaping shall comply with Article V, Division 4: Landscaping and Irrigation, of the Salinas Zoning Code, including, but not limited to, standards, drought resistant plants and turf, irrigation, parking lot landscaping and installation and maintenance.

RECYCLING AND SOLID WASTE DISPOSAL AREA

21. A recycling and solid waste enclosure shall be provided with capacity adequate to achieve 50 percent recycling of the total recyclable wastes generated onsite. Instructional signs shall be provided fo r use of r ecycling bins and containers. The enclosure shall be constructed with a six-foot high solid masonry wall and screened from public view with a minimum two-foot wide perimeter planter. Colors and materials of the enclosure shall match those of the primary structures (example: exterior plaster - stucco). Doors of the enclosure shall be constructed of a solid material and colored to match the buildings (chain-link fencing with slats is not allowed). The enclosure shall be designed to allow walk-in access without having to open the main enclosure gate. Details of the enclosure need to be shown on the plan. Prior to issuance of a building permit, written confirmation from the City’s waste disposal service provider, is required to ensure that the recycling and solid waste provisions of the project will meet the service needs of the City’s waste disposal service provider.

MAINTENANCE

22. All parking areas, driveways, other paved surfaces, accessways and grounds shall be regularly maintained and kept free of weeds, litter, and debris . All traffic signs an d pavement markings shall be clear and legible at all times. All landscaped areas shall be

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maintained free of weeds, trash, and debris, and all plant material shall be continuously maintained in a healthy, growing condition. All exterior building and wall surfaces shall be regularly mai ntained, and any damage caused by weathering, vandalism, or other factors shall be repaired in conformance with the terms and conditions of this Permit.

PUBLIC IMPROVEMENTS

23. All e xisting damaged and hazardous sidewalks, an d unused driveways shall be reconstructed to City standards prior to issuance of a Certificate of Occupancy.

24. Public improvements to serve the development shall be reviewed and approved by the City Engineer and shall be installed in accordance with City standards. All utilities shall be installed underground with details to be included on the final improvement plans.

UTILITIES/EQUIPMENT SCREENING

25. All utility lines shall be placed underground and all power transformers shall be placed underground where permitted by the utility company. Where transformers must be pad- mounted above ground, they shall be located away from the general public view or shall be effectively concealed by landscaping or a screen f ence of a design approved by the utility company and the City Planner.

26. All mechanical equipment and appurt enances (i.e. gas, water meters, electrical boxes , HVAC systems, refrigeration equipment, etc.), building or ground m ounted, shall be screened from public view and adjacent properties. Roof vents shall be painted to blend with roof materials. Details shall be shown on the final construction and/or land plans and are subject to the approval of the City Planner.

PERMIT NOT TO SUPERSEDE OTHER REQUIRED LICENSING OR PERMITS

27. The issuance of this Permit shall not relieve the Permittee of any requirement to obtain necessary permits or licensing from city, county, regional, state or federal agencies.

28. This Permit may be subject to water and sanitary sewer allocations. The Permittee will proceed at their own risk as water and sanitary sewer allocation may not be available at the time requested.

MODIFICATION OF APPROVED USE AND PLANS

29. Any modification to the terms and conditions of this Permit are subject to the issuance of a new Permit. The City Planner may approve minor modifications to this Permit if the City Planner finds the modification to be in substanti al compliance with the original approval.

VIOLATION; REVOCATION

30. Use of the property shall be conducted in such a way that it does not constitute a nuisance

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to the use and enjoyment of surrounding properties or the City. Any permittee, person, firm, corporation, whether as principal, agent, employee or otherwise, violating, causing or maintaining the viol ation of any of the provi sion of this Permit sha ll be guilty of a misdemeanor or an infraction, as charged. Alter natively, in the discretion of the Cit y Attorney, violations of this P ermit may be prosecuted administratively pursuant to the City’s Administrative Remedies Ordinance. Upon determination by the City Planner that there are reasonable grounds for revocation of this Permit, a revocation hearing shall be set to be heard before the Salinas City Council in accordance with Article VI, Division 18:

Enforcement and Penalties , of the Salinas Zoning C ode or such codes as may be subsequently adopted.

SUBSTANTIAL ACTION TIME LIMIT

31. This Permit shall expire one year after its approval date unless:

a. A Building Permit has been issued and construction diligently pursued; or b. A certificate of occupancy has been issued; or
c. The City Planner determines that other substantial action has been commenced to carry out the terms and intent of this Permit.

PERMIT VALIDATION

32. Pursuant to Zoning Code Section 37-60.1040, this Permit shall be null and void and all terms and conditions shall have no force or effect unless t his Permit is signed by the Permittee(s) and returned to the City of Salinas Community Development Department within 90 days of approval. It is the appl icant's responsibility to track the 90 -day expiration date. No notice will be sent.

STANDARD CONDITIONS

33. Pursuant to Salinas City Code Section 1-8.1: Civil action enforcement, and Section 1-

8.2: Liability for costs , permittee shall reimburse the City of Salinas for all costs and expenses (including but not limited to fees and charges of architects, engineers, attorneys, and other professionals, and court costs) incurred by the City in enforcing the provisions of this Permit.

34. The applicant(s) shall defend, indemnify, and hold harmless the City of Salinas or any of its boards, commissi ons, agents, officers, and emplo yees from any claim, action or proceeding against the City, its boards, commissions, agents, officers, or employees to attack, set aside, void, or annul, the approval of this project/use. For Tentative Maps, this shall also apply when such claim or action is brought within the time period provided for in applicable state and/or local statutes. The City shall promptly notify the applicant(s) of any such claim, action, or proceeding. The City shall cooperate in the defense. Nothing contained in this condition shall prohibit the City from participation in a defense of any claim, action, or proceeding if the City bears its own attorney's fees and costs, and the City defends the action in good faith.

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35. Notwithstanding any of the provisions in this per mit, all improvements and uses shall comply with all other ordinances and regulations of the City of Salinas and all local, state and federal laws and regulations.

36. No further development other than that shown on this permit or attached exhibits shall be allowed unless or until an amendment to this permit has been approved. Requests for a minor modification of an approved permit may be granted by the City Planner provided the modification is substantially in compliance with the original approval and conditions.

NOTICE OF CHALLENGE LIMITATIONS

37. Code of Civil Procedure Section 1094.6 requires all Court challenges to the decision to grant this Permit be initiated within 90 days of the final decision of the City in this matter.

EXECUTIONS

THIS PLANNED UNIT D EVELOPMENT PERMIT 20 22-001 was approved by actio n of the Sali nas City Council on January 9, 2024, and shall become effective immediately:

Effective Date: January 9, 2024 ________________________________ Lisa Brinton
Community Development Department Director

(All Signatures Listed Below on Pages 8 and 9 Must Be Notarized)

This PLANNED UNIT DEVELOPMENT PERMIT is hereby accepted upon the express terms and conditions hereof, and the undersigned permittee agrees to strictly conform to and comply with each and all of this permit's terms and conditions.

Dated:_______________ ___________________________
Nina Correia, Project Manger
Kimley Horn, Permittee

A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA

COUNTY OF MONTEREY

On __________________ 202__, before me, _____________________ ______, personally appeared _______________________, who proved to me on the basis of satisfactory evidence to be the person(s)

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whose name(s) is/are subscribe d to the within instrument and acknowledg ed to me th at he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of Califo rnia that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature _________________________________

CONSENT is hereby granted to the Permittee to carry out the terms and conditions of this Planned Unit Development Permit.

Dated:_______________ ___________________________
Ethan Conrad
Ethan Conrad Properties, Property Owner

STATE OF CALIFORNIA

COUNTY OF MONTEREY

On __________________ 202__, before me, ___________________________, personally appeared _______________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are su bscribed to the within instrument and acknowledged t o me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of Califor nia that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature _________________________________

I:\ComDev\Planning Share Space\Planned Unit Developments\PUD 2022-001 (1700 N Main St)\PUD 2022-001.doc

kimley-horn.com 10 Almaden Blvd., Suite 1250, San Jose, California 95113 669 800 4130

Memorandum

To: Andrew Easterling, Traffic & Transportation Engineering, City of Salinas, CA.

From: Ali Mustafa, PTP, RSP1, Shahrzad Rahgozar, Kimley-Horn and Associates, Inc.

Re: Focused Traffic Analysis Memo
Raising Cane’s (0929) – Northridge Shopping Center – N. Main Street & Madrid Street, Salinas, CA

Date: May 8, 2023

This memorandum presents a focused traffic analysis involving traffic operations, circulation, queuing, and VMT screening for the proposed Raising Cane’s restaurant in the north-west quadrant of N. Main Street and Madrid Street within the Northridge Mall in Salinas, California (see Figure 1). The purpose of this focused traffic analysis is to address City’s concern related to vehicle queues and future operations of the Northridge Mall with the proposed project. The following are discussions on the existing site observations, proposed site layout, level of service (LOS) analysis, queuing analysis, site access and circulation, drive-thru queuing analysis, VMT analysis, and our conclusions.

Existing Conditions
The proposed project will be in the north-west quadrant of N. Main Street and Madrid Street, within the Northridge Mall. Under existing conditions, the site is currently a surface parking lot bounded by N. Main Street on the east, internal access road on the west, Madrid Street to the south and access/drive aisles on the north. Field observations of the project vicinity during the typical weekday Mid-Day, PM peak period, and on a Saturday afternoon showed typical traffic operations at the study intersections (N. Main St./ Madrid St. / Harden Pkwy. and Northridge Driveway / Madrid St.) without any significant traffic congestion and queuing. Minor queuing with vehicle queues exceeding the existing storage was observed at the intersection of N. Main St. / Madrid St. / Harden Pkwy for the southbound left (SBL) and northbound left (NBL) during the weekday PM peak period and Saturday afternoon.

Existing Data Collection
In coordination with the City, intersection turning movement counts were collected at the two adjacent intersections during the weekday mid-day peak period (11:00 AM to 2:00 PM), PM peak period (4:00 PM to 7:00 PM), and on a Saturday mid-day peak period (11:00 AM to 2:00 PM). The intersection count locations are summarized below:

 N. Main St. / Madrid St. / Harden Pkwy (Signal)
 Northridge Driveway / Madrid St. (Unsignalized)

Signal timing information for the signalized intersections were obtained from the City. The existing traffic count data is included in Attachment A. The study intersections and existing traffic counts are shown in Figure 2 and Figure 3.

Background Conditions
Fast-Food restaurant pads involving In-N-Out (INO), Chick-fil-A (CFA), and Starbucks store (SBUX) are also proposed within the Northridge Mall. Based on the information provided by the City staff (Source: Keith Higgins traffic memo for ‘Northridge Shopping Center Fast Food Restaurant Pads Circulation Plan’ dated November 8, 2022), these Fast-Food restaurants are located on the north end of the Northridge Mall. CFA is proposed on the northwest corner of N. Main St./San Juan Road intersection and its primary access is

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Page 2 of 6 Focused Traffic Analysis Memo May 8, 2023
proposed via a single driveway 200 feet north of the San Juan driveway. The INO driveway is located about 100 feet north of the CFA driveway and about 90 feet south of the Northridge Mall Main Driveway. The SBUX is proposed north of the INO, immediately north of the Northridge Main Driveway and its driveway is located approximately 240 feet north of the Northridge Main Driveway.

All proposed Fast-Food restaurant pads are located on the north end of the Northridge Mall and is not expected to cause any circulation and queueing issues for the proposed Raising Cane’s site which is in the south end of the Northridge Mall.

Project Description and Proposed Site Layout
The proposed project site is in the north-west quadrant of N. Main Street and Madrid Street, within the Northridge Mall in Salinas, California. The project site is currently a surface parking lot bounded by N.

Main Street on the east, internal access road on the west, Madrid Street to the south and access/drive aisles on the north. Raising Cane’s proposes to redevelop the site into a 2,899-square foot Raising Cane’s drive-thru restaurant building with associated on-site parking and drive-thru facilities.

Under existing conditions, access to Northridge Mall is provided via three-signalized driveways and two- unsignalized driveways along N. Main Street and two-unsignalized driveways along Madrid Street. Access to the proposed Raising Cane site within the parking lot will be provided via access/drive aisle frontage.

The opening to the drive-thru lane is located at the northwest corner of the project site and turns 90 degrees in front of the building in a clockwise direction. The drive-thru consists of two lanes from the entrance into the drive-thru lanes to the pick-up window, each equipped with an order board, which allows Raising Cane’s to take orders from two customers at the same time thereby reducing the overall processing time. During off-peak periods the two lanes can merge into a single lane prior to the pay and pick-up window. Consistent with other sites’ operations, an employee will be stationed at the outer lane to take orders and payment during peak periods. Vehicles in the outer lane when ordering are then directed to remain queued in the outer lane when waiting for their order which is brought to their car by restaurant staff. Raising Cane’s employee stationed outside will direct the customers in respectively lanes for queuing when waiting for their order. The end of drive-thru lanes leads to drive aisle frontage to the proposed parking area. A total of 40 parking spaces are proposed within the parking area.

The proposed site plan is shown in Figure 4. As shown in the site plan and conservatively assuming 25- feet per vehicle (inclusive of typical passenger vehicles and reasonable spacing), the total queuing capacity provided on-site is approximately:

 Drive-Thru Lane (between lane entrance and pick-up window): 34 vehicles

Beyond the pick-up window, two to three additional vehicles can be accommodated during peak times.

In summary, the project site provides drive-thru storage for 34 vehicles, which can be extended to 37 vehicles.

Trip Generation Estimates
The Institute of Transportation Engineers (ITE) Trip Generation 11th Edition (2021) was used to develop weekday and Saturday trip estimates from the proposed project site. Table 1 shows the preliminary trip estimates of the weekday daily, AM peak hour, PM peak hour and Saturday Peak Hour of Generation trips generated by the proposed project assuming a fast-food restaurant with drive-thru land use (with pass- by adjustments).

Trip Distribution and Trip Assignment
The trip distribution and assignment assumptions for the proposed project were based on the project driveway location, existing traffic counts, community characteristics, and professional engineering

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Page 3 of 6 Focused Traffic Analysis Memo May 8, 2023
judgement. The proposed project trip distribution and trip assignment are shown in Figure 5 and Figure

6. The site can be primarily accessed via existing driveways along N. Main St and Madrid St. For worst- case scenario, it was assumed that all the project traffic enters and exits using the driveway along Madrid St.

Table 1 : Estimated Project Trip Generation

During typical weekday, the proposed project is estimated to generate a net total of 691 daily, 75 AM peak hour and 80 PM peak hour base trips without pass-by adjustments. On a Saturday, the proposed project is estimated to generate a net total of 911 daily and 80 peak hour base trips with pass-by adjustments.

Intersection Level of Service
The 2010 HCM includes procedures for analyzing side-street stop-controlled (SSSC), all-way stop- controlled (AWSC), and signalized intersections. For AWSC and signalized intersections, LOS is defined as a function of average control delay for the intersection as a whole. For SSSC intersections, LOS is defined as a function of average control delay for each minor street approach movement. Table 2 relates the operational characteristics associated with each LOS category for signalized and unsignalized intersections.

Table 2 - Controlled Intersection Level of Service Definitions Level of
Service Description Average Control Delay (Sec/Veh)
Signalized Unsignalized
A Free flow with no delays. Users are virtually
unaffected by others in the traffic stream  10  10
B Stable traffic. Traffic flows smoothly with few delays.  10 - 20  10 - 15 C Stable flow but the operation of individual users
becomes affected by other vehicles. Modest delays.  20 - 35  15 - 25 Trip Generation Rates (ITE)Fast-Food Restaurant With Drive Thru Windows [ITE 934]Per 1,000 Sq Ft 467.48 50.57 52% / 48% 33.03 52% / 48% 616.12 55.25 51% / 49%1. Baseline Vehicle-TripsRC_0929 (Main & Madrid) 2.899 1,000 Sq Ft 1,355 147 76 / 71 96 50 / 46 1,786 160 82 / 781,355 147 76 / 71 96 50 / 46 1,786 160 82 / 78Trip AdjustmentsPass-by (AM-49%, PM-50%, Daily-49%) 664 72 37 / 35 48 25 / 23 875 80 41 / 39691 75 39 / 36 48 25 / 23 911 80 41 / 39WEEKDAYBaseline Project Vehicle-TripsPROJECT SIZELAND USE / DESCRIPTIONTOTAL DAILY TRIPSAM PEAK HOUR OF GENERATORPM PEAK TRIPSTOTAL IN / OUTTOTAL DAILY TRIPSSATURDAY PEAK HOUR OF GENERATORTOTAL IN / OUTOUTNet Project Vehicle-TripsTOTAL IN /Notes:Daily, AM Peak Hour of Generator, PM Peak trips, and Saturday Peak Hour of Generator based on average land use rates from the Institute of Traffic Engineers Trip Generation 11th EditionLand Use assumed based on proposed site plan from Raising Cane (October 5, 2022)Pass-by (AM-49%, PM-50%, Daily-49%) percentages based on ITE Trip Generation Handbook, 3rd Edition.

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Page 4 of 6 Focused Traffic Analysis Memo May 8, 2023
Level of
Service Description Average Control Delay (Sec/Veh)
Signalized Unsignalized
D
Approaching unstable flow. Operation of individual
users becomes significantly affected by other vehicles.

Delays may be more than one cycle during peak hours.
 35 - 55  25 - 35
E Unstable flow with operating conditions at or near the capacity level. Long delays and vehicle queuing.  55 - 80  35 - 50 F
Forced or breakdown flow that causes reduced
capacity. Stop and go traffic conditions. Excessive
long delays and vehicle queuing.
> 80 > 50
Source: Transportation Research Board, Highway Capacity Manual (HCM) 2010.

Project impacts were determined by comparing conditions with the proposed project to those without the proposed project. Significant impacts for signalized intersections are created when traffic from the proposed project causes the LOS to fall below a specific threshold. For unsignalized intersections, deficient LOS suggests recommendations for improvements to the type of traffic control, such as signalization. A peak hour signal warrant is evaluated to determine if an intersection meets the volume requirements for a traffic signal.

Significance Criteria
Consistent with the significance impact criteria documented in the 2002 City of Salinas General Plan1, the City states a goal to maintain an LOS D or better for all intersections. Therefore, the following conditions would result in a significant impact at a City intersection:

1. If the intersection operates at an acceptable LOS (i.e. LOS A, B, C, or D) without the project and degrades to an unacceptable LOS (i.e. LOS E or worse) with the project, then it is a significant impact.

2. If the intersection operates at an unacceptable LOS (i.e. LOS E or worse) without the project and the project increases the average control delay (or highest control delay for SSSC intersections) then it is a significant impact.

Mitigation for intersections with a significant impact must improve the LOS back to or better than without Project conditions.

Intersection Level of Service (LOS) Analysis Results
A LOS analysis results for the study intersections using the traffic count data collected and with the proposed site plan are documented in Table 3 below.

1 City of Salinas 2002 General Plan, September 2002, Policy C1.2.

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Page 5 of 6 Focused Traffic Analysis Memo May 8, 2023
Table 3 - Intersection Level of Service Results
# Intersection Control Type Weekday MD Peak Weekday PM Peak Saturday MD Peak
Delay LOS Delay LOS Delay LOS
Existing Conditions
1 N. Main St. / Madrid
St. / Harden Pkwy Signal 34.3 C 38.3 D 40.2 D
2 Northridge Driveway /
Madrid St.

TWSC
(SB Approach) 12.4 B 17.2 C 14.6 B
Existing Plus Project Conditions
1 N. Main St. / Madrid
St. / Harden Pkwy Signal 35.9 D 39.4 D 42.3 D
2 Northridge Driveway /
Madrid St.

TWSC
(SB Approach) 14.6 B 21.0 C 20.7 C
Notes:

1. Analysis performed using Highway Capacity Manual (HCM) 2010 methodologies.

2. Delay indicated in seconds/vehicle.

3. TWSC – Two-Way Stop Controlled. For TWSC intersection, the worst approach delay is reported.

4. The 2002 City of Salinas General Plan indicates the goal is to maintain a LOS D or better for all intersections. Intersections operating below the LOS D threshold are shown in bold.

As shown in Table 3 above, the study intersections operate at acceptable LOS D or better under both Existing and Existing Plus Project conditions. LOS outputs are attached in Appendix B.

Queue Length Results
Queue lengths at the study intersections were also analyzed to determine whether the available storage lengths for the left and right turn pockets are sufficient with the addition of proposed project traffic. The queue lengths for the study intersections are summarized in Table 4 below:

Table 4 – Queue Length Results
# Intersection MVMT
Availab
le
Storage
(ft)
Weekday MD Peak Weekday PM Peak Saturday MD Peak
95th
Percentile
Queue (ft)
Sufficient
Storage?
95th
Percentile
Queue (ft)
Sufficient
Storage?
95th
Percentile
Queue (ft)
Sufficient
Storage?
Existing Conditions
1 N. Main St. /
Madrid St. / Harden
Pkwy
NBL 245 174 YES 214 YES 247 NO
NBR 145 92 YES 100 YES 125 YES
SBL 265 237 YES #387 NO 325 NO
SBR 145 0 YES 27 YES 30 YES
EBL 225 122 YES 115 YES 151 YES
EBR 130 55 YES 59 YES 67 YES
WBR 430 63 YES 64 YES 70 YES
2 SBL 345 25 YES 25 YES 25 YES

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Page 6 of 6 Focused Traffic Analysis Memo May 8, 2023
# Intersection MVMT
Availab
le
Storage
(ft)
Weekday MD Peak Weekday PM Peak Saturday MD Peak
95th
Percentile
Queue (ft)
Sufficient
Storage?
95th
Percentile
Queue (ft)
Sufficient
Storage?
95th
Percentile
Queue (ft)
Sufficient
Storage?
Northridge
Driveway / Madrid
St.

EBL 135 25 YES 25 YES 25 YES
Existing Plus Project Conditions
1 N. Main St. /
Madrid St. / Harden
Pkwy
NBL 245 211 YES 233 YES 286 NO
NBR 145 91 YES 98 YES 123 YES
SBL 265 241 YES #386 NO 322 NO
SBR 145 5 YES 44 YES 25 YES
EBL 225 154 YES 135 YES 186 YES
EBR 130 58 YES 62 YES 72 YES
WBR 430 64 YES 64 YES 71 YES
2 Northridge
Driveway / Madrid
St.

SBL 345 50 YES 50 YES 75 YES
EBL 135 25 YES 25 YES 25 YES
Notes:

MVMT – Movement; ft – feet; NBL-Northbound Left, NBR – Northbound Right; SBL – Southbound Left; SBR – Southbound Right; EBL – Eastbound Left; EBR – Eastbound Right; WBR – Westbound Right # 95th percentile volume exceeds capacity; queue may be longer 95th percentile queues exceeding storage are shown in Bold.

As shown in Table 4 above, under existing conditions, the NBL and SBL queues exceed the storage at the intersection of N. Main St. / Madrid St. / Harden Pkwy and continues to exceed with the addition of the project trips. The addition of project trips does not create any new queuing impacts at the study intersections. As noted above, for worst-case scenario, all project trips were assumed to use the Northridge Mall driveway along Madrid St. to access and exit the project site. However, it is likely that some customers will use the driveway along N. Main St. and others who are already in the mall use the drive aisles to access the project site and therefore the queue lengths will be in fact be less significant than shown in Table 4 above. Queue length report are attached in Appendix B.

Site Access and Circulation
Vehicle
As depicted in Figure 4, vehicles may access the site using existing driveways along N. Main St. and Madrid St. Once within the Northridge Mall site, vehicles may enter the proposed project site using drive aisles to access either the drive-thru lanes or to park. One-way circulation in the clockwise direction is proposed to access the on-site parking spaces. Designated parking spaces for handicap parking, mobile orders, clean air/vanpool/EV are provided.

Pedestrian
As depicted in Figure 4, pedestrians may enter the site using the existing sidewalks along N. Main St. and Madrid St. A designated openings are provided for pedestrians to access the building from the sidewalks.

Pedestrian crosswalks are provided along all approaches at the intersection of N. Main St./Madrid St./Harden Pkwy. for customers preferring to walk to the site. For customers opting to park and walk, accessible pathways are provided from the parking area to the building.

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Page 7 of 6 Focused Traffic Analysis Memo May 8, 2023

Bicycle
Bicyclists may utilize the Class II bicycle lanes along N. Main St., Madrid St., and Harden Pkwy. to access the site. The Project will provide a short-term and long-term bicycle parking. There will be one bicycle rack located north of the drive-thru lanes, just west of the restaurant building for up to three short-term bicycle parking. In addition, there is two long-term bicycle lockers located on south side of the building.

Drive-Thru Queuing Analysis
A drive-thru queuing analysis was conducted to determine if the anticipated drive-thru queue exceeds the available storage length and, therefore has the potential to adversely affect traffic operations of near-by access/drive aisles and land uses. The queuing analysis evaluated empirical data collected at three (3) existing Raising Cane’s sites and calculations based on Institute of Transportation Engineers’ (ITE) queuing methodology.

Post-COVID-19 Empirical Queuing Data Collection and Observations Drive-thru queuing observations and counts were collected at the following existing northern California Raising Cane’s sites after the ongoing effects of COVID-19 pandemic are assumed to have stabilized:

 Vacaville: 160 Nut Tree Parkway (August 2022)
 Elk Grove: 9164 E Stockton Boulevard (August/September 2022)  Manteca: 1311 E Yosemite Avenue (August 2022)

These sites were selected for queuing data collection because of their characteristics similar to the Proposed Project (e.g., located adjacent to development or within a larger commercial center, located in northern California, located proximate to a major highway). Each selected location features a dual order board configuration similar to the Proposed Project. This operational aspect is discussed in detail later in this memorandum.

This data was collected after the global economic disruption created by the COVID-19 pandemic is widely accepted as having stabilized. The drive-thru activity was observed from 11 AM to 10 PM on a typical weekday and Saturday to comprehensively capture maximum queueing at each site. The data was subsequently broken into traditional lunch and commute/dinner period observation windows as follows:

 11:00 AM – 2:00 PM (lunch)
 4:00 PM – 7:00 PM (commute peak hour/dinner)

The observed weekday lunch and dinner peak operations are summarized in Table 5. Saturday lunch and dinner peak operations are summarized in Table 5. Data collection summary tables are provided in Appendix C.

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Page 8 of 6 Focused Traffic Analysis Memo May 8, 2023
Table 5 - Weekday Lunch and Dinner Peak Queuing Summary (post-COVID-19) Site
Location
Weekday Lunch Peak Weekday Dinner Peak Maximum
Observed
Queue
(vehicle)
Peak
Period
Average
Queue
(vehicle)
Maximum
Queue
(vehicle)
Peak
Period
Average
Queue
(vehicle)
Maximum
Queue
(vehicle)
Vacaville 12:30 PM-
12:45 PM 14 17 6:15 PM-
6:30PM 12 17 22
Elk Grove 12:00 PM-
12:15 PM 10 14 4:30 PM-
4:45 PM 15 18 23
Manteca 12:30 PM-
12:45 PM 12 16 6:15 PM-
6:30 PM 13 17 17
All three sites have dual order boards, similar to the proposed project.

Queues that exceed drive-thru queuing capacity are bolded. Queuing capacity at each location are:

Vacaville = 510 feet (21-23 vehicles)
Elk Grove = 750 feet (30-33 vehicles)
Manteca = 360 feet (19-21 vehicles)

Table 6 - Saturday Lunch and Dinner Peak Queuing Summary (post-COVID-19) Site
Location
Saturday Lunch Peak Saturday Dinner Peak Maximum
Observed
Queue
(vehicle)
Peak Period
Average
Queue
(vehicle)
Maximum
Queue
(vehicle)
Peak Period
Average
Queue
(vehicle)
Maximum
Queue
(vehicle)
Vacaville 1:15 PM-
1:30 PM 16 22 6:30 PM-
6:45 PM 18 20 22
Elk Grove 1:15 PM-
1:30 PM 5 11 4:00 PM-
4:15 PM 17 18 19
Manteca 1:45 PM-
2:00 PM 18 21 5:30 PM-
5:45 PM 13 22 25
All three sites have dual order boards, similar to the proposed project.

Queues that exceed drive-thru queuing capacity are bolded. Queuing capacity at each location are:

Vacaville = 510 feet (21-23 vehicles)
Elk Grove = 750 feet (30-33 vehicles)
Manteca = 360 feet (19-21 vehicles)

During the peak periods, average queue length ranged from 5- to 18-vehicles and the maximum queue ranged from 11- to 22-vehicles. The maximum observed queue from all data collected on both weekday and weekend periods was 25 vehicles. The observed levels of queuing are noted as being almost entirely accommodated by the Proposed Project’s 34-37 vehicle queuing capacity. Should demand exceed capacity, the Proposed Project will implement the Traffic Management Plan outlined in Appendix D.

It is important to note that, outside of the defined drive-thru lanes, the Proposed Project site would be able to accommodate 2 additional vehicles on-site for additional drive-thru queuing capacity before spilling into the adjacent drive aisles. Nevertheless, while the COVID-19 pandemic has resulted in increased drive-thru queuing due to the restriction of indoor dining and modified customer preferences, it should be noted that these current conditions are certainly not typical and, in fact, have already begun to revert back to their pre-COVID-19 conditions. Under the more typical conditions, if there is a back-up of vehicles in the drive- thru lane, a portion of the customers have been observed to elect to park and go into the building rather than join the standing drive-thru queue. Accordingly, as conditions normalize, it is recommended that Raising Cane’s coordinate with City staff to monitor the peak operating conditions.

Drive-thru Queue Length Calculation
To supplement the empirical data collected at the existing Raising Cane’s restaurants in Laguna Hills, Orange, and Riverside (all of which have a single drive-thru lane), the anticipated drive-thru queuing was

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Page 9 of 6 Focused Traffic Analysis Memo May 8, 2023
also analyzed using queuing analysis formulas contained in the Transportation Planning Handbook, 3rd Edition, published by ITE.

As specified by the applicant, Raising Cane’s typical, non-peak total drive-thru (order board to pick-up) service time is 150-seconds. However, during peak periods, the desired efficiency is measured at the pick- up window with an order/vehicle processing every 35- to 40-seconds. For worst-case scenario, trips generated during Saturday ‘Peak Hour of Generator’ were used for queuing analysis. Assuming 90-percent of the customers use the drive-thru and a more conservative (longer) peak processing time of 40 seconds, the ITE queuing analysis indicates that the average queue length is estimated to be 5 vehicles, and the probability that the queue would be exactly 34 vehicles would be 0.05-percent. The probability of exceeding 34 vehicles during peak drive-thru conditions is estimated to be 0.3-percent. The queuing calculation worksheet and formulas are provided as Attachment E.

It should be noted that the ITE queuing analysis assumes a single-lane drive-thru for a more conservative approach. The occurrence of the drive-thru queue extending beyond the opening of the drive-thru lane is expected to be an infrequent occurrence, and of short duration. The use of dual, side-by-side drive-thru lanes with dual order boards significantly improves the service rate and reduces the number of vehicles queuing in the drive-thru, as described in the following section.

Side-by-Side Drive-Thru (dual order boards) Operational Features While regular customers who are familiar with Raising Cane’s menu choices typically would complete the order part of the process is less that the average time, infrequent or new customers are more likely to dwell at the order board before making their choices, thereby slowing down the process for everyone behind them. As a result, the order board is the most significant bottleneck in the drive-thru process.

The side-by-side ordering configuration, as proposed by Raising Cane’s including this proposed site in Salinas, would provide two lanes with a separate order board for each lane. This doubling of ordering capacity will increase the number of customers processed through the order board portion of the drive- thru and has been shown to “keep the line moving” even if one customer takes longer than average to order (allowing the restaurant to continue to take and complete orders from the other order lane).

Furthermore, it is reasonable to expect that the next customer to arrive at the drive-thru entrance will naturally choose the empty lane or the shorter line, so that one customer who takes a longer time to order at one order board can be by-passed, thereby not holding up the entire drive-thru line.

With the added efficiency of having two order boards and the ability to by-pass customers taking longer than average to order at the other order board, the service rate increase, compared to a single drive-thru lane as more orders can be processed. Under these favorable conditions, the cooks receive the orders at a more efficient rate which allows them to continue cooking the food, rather than waiting for a slower customer to finish ordering. Because of added efficiency in the cooking area, the efficiency at the pick-up window also increases compared to a single drive-thru lane because the food is processed by the cooking area at a more efficient rate. The proposed dual pay and pick-up stations also improve the service rate under peak drive-thru conditions as they service more drive-thru vehicles than a single pick-up area of the drive-thru.

The Salinas site will include additional features that will improve efficiency. These kitchen features are designed to increase cooking efficiency and decrease time needed to prepare orders. As mentioned previously, during peak periods staff will be deployed to take orders and payment on mobile tablets. This enhancement will allow Raising Cane’s to take more orders and payments since staff can walk along the queue line.

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Page 10 of 6 Focused Traffic Analysis Memo May 8, 2023
VMT Screening
Senate Bill 743 (SB 743) was approved by California legislature in September 2013. SB 743 requires changes to California Environmental Quality Act (CEQA), specifically directing the Governor’s Office of Planning and Research (OPR) to develop alternative metrics to the use of vehicular “Level of Service” (LOS) for evaluating transportation projects. OPR has prepared a technical advisory (“OPR Technical Advisory”) for evaluating transportation impacts in CEQA and has recommended that Vehicle Miles Traveled (VMT) replace LOS as the primary measure of transportation impacts. The Natural Resources Agency has adopted updates to CEQA Guidelines to incorporate SB 743 that requires VMT for the purposes of determining a significant transportation impact under CEQA. The City of Salinas now relies on VMT as the measure for determining a project significant transportation impact under the CEQA process.

Based on the nature and size of the Project, majority of the trips to the project site are anticipated to be pass-by trips (i.e., trips already on road network). Additionally, the project falls under the local serving retail with less than 50,000 sq.ft. gross floor area resulting in less-than significant transportation impact under CEQA and is exempt from further VMT analysis.

Conclusions
The proposed Raising Cane’s drive-thru would provide drive-thru queuing capacity for 34 vehicles from the beginning of the drive-thru lanes to the pick-up window. This capacity is easily expanded to 37 total queued vehicles by accounting for vehicles beyond the pick-up window (see Figure 4). The study intersections analyzed also operate at acceptable LOS D or better with the addition of Project trips. Based on the drive- thru queuing data collection and analysis contained herein, the maximum number of queued vehicles is anticipated to be 25-vehicles. As such, the site is considered to have adequate drive-thru queuing capacity to accommodate the anticipated demand. Additionally, the proposed project falls under the local serving retail (< 50,000 sq. ft.) and will be screened out and exempt from further VMT screening.

Attachments

Figure 1 – Project Location Map
Figure 2 – Existing Lane Geometry and Signal Control
Figure 3 – Existing Volumes – Weekday MD, Weekday PM, & Saturday MD Figure 4 – Project Site Plan
Figure 5 – Project Trip Distribution
Figure 6 – Project Trip Assignment

Appendix A – Existing Traffic Counts
Appendix B – LOS and Queue Outputs
Appendix C – Sample Sites’ Drive-Thru Queue Data (post COVID) Appendix D – Traffic Management Plan
Appendix E – Queuing Calculations
21 NORTH
22 R$,6,N*&$N(
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RAISING CANE'S May 2023
Figure 2
Existing Lane Geometry and Signal Control
LEGEND
Intersection ID #
Signal
Stop Sign
2 Northridge Driveway &
Madrid St
O
Q K
l
t
Madrid St
Northridge Driveway
Madrid St
1 N Main St &
Madrid St /Harden Pkwy
R
E
W
Q Z X
x z ql
t
r
Madrid St
N Main St
N Main St
Harden Pkwy

RAISING CANE'S May 2023
Figure 3
Existing Volumes - MD(PM)[SAT]
LEGEND
Intersection ID XX (XX)[XX] MD (PM) [SAT] Volumes #
Signal
Stop Sign
2 Northridge Driveway &
Madrid St
O
Q K
l
t
145 (307) [260]
Madrid St
53 (65) [93]
Northridge Driveway
97 (99) [117]
20 (21) [24]
Madrid St
12 (22) [9]
255 (302) [334]
Overall: 582 (816) [837]
1 N Main St &
Madrid St /Harden Pkwy
R
E
L

Q Z K V U
v k z q
l
t
r
90 (132) [143]
138 (133) [172]
Madrid St
N Main St
81 (80) [106]
3 (2) [2]
N Main St
167 (170) [202]
83 (134) [100]
267 (293) [313]
0 (1) [0]
Harden Pkwy
40 (90) [92]
693 (824) [853]
180 (266) [235]
4 (9) [8]
Overall: 2778 (3226) [3511]
120 (154) [184]
708 (741) [900]
204 (197) [201]
MD - Midday Lunch
PM - Evening Dinner
SAT - Saturday Dinner
221
RAISING CANE'SMAY, 2023 Figure 4Site Plan
NORTH
22 /(*(1'
#STUDY INTERSECTIONPEDESTRIAN PATHS
21 RAISING CANE'SMAY, 2023
#STUDY INTERSECTION/(*(1'
Figure 5Project Trip Distribution
NORT+
22 33%(37%)[34%]
37%(34%)[37%]
11%(11%)[12%]19%(19%)[18%]
MD%(PM%)[SAT%]
RAISING CANE'S May 2023
Figure 6
Project Trip Assignment (Includes Pass-By Trips)
LEGEND
Intersection ID
XX (XX) [xx] MD (PM) [SAT] Volumes
#Signal
Stop Sign
1 N Main St &
Madrid St /Harden Pkwy
R
T
L
Q S K
k s q
l
t
r
29 -11
-3
Overall: 99
12 27
Madrid St
N Main St
25 N Main St
-3
14 -4
Harden Pkwy
25 -10
-2
2 Northridge Driveway &
Madrid St
R
T
Q K
l
t
Overall: 110
Madrid St
8 -4
8 -32
Madrid St
63 Northridge Driveway
67 2 Northridge Driveway &
Madrid St
R
T
Q K
l
t
71 6
44 -22
Madrid St
4 Madrid St
42 Northridge Driveway
-3
Overall:
2 Northridge Driveway &
Madrid St
R
T
Q K
l
t
10 68
Northridge Driveway
72 -36
Madrid St
Madrid St
10 -5
Overall: 119

MD PM SAT
MD - Midday Lunch
PM - Evening Dinner
SAT - Saturday Dinner
1 N Main St &
Madrid St /Harden Pkwy
R
T
L
Q S K
k s q
l
t
r
18 -7
-2
N Main St
-2
10 -3
Harden Pkwy
Madrid St
16 16
-7
-2
8 18
Overall: 63
1 N Main St &
Madrid St /Harden Pkwy
R
T
L
Q S K
k s q
l
t
r
Overall: 106
Madrid St
28 30
-12
-3
13 29
28 -11
-3
N Main St
-3
14 -4
Harden Pkwy

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Focused Traffic Analysis Memo

Appendix A
Existing Traffic Counts

www.idaxdata.com
to
to
Three-Hour Count Summaries
Note: For all three-hour count summary, see next page.

Total
0 2
0 2
41 3 00 1 0 0 1 0Peak Hour 7 9 0 6 22
0 0 0 1 1 0
0 12:45 PM 2 5 0 1 8 0 0 0
0 0 1 0 0 0
2 0
12:30 PM 2 1 0 2 5 0 1
0 0 0 0 0 0
0 0 0
12:15 PM 2 2 0 2 6 0
0 0 0 0 0 0
East West North South
12:00 PM 1 1 0 1 3
Total EB WB NB SB Total
4% 0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)

EB WB NB SB
- - - 11% - 0%- - 6% 1% - -
0 0
582 0
HV 0 1 6 0 0 0 8
0 0 0 53 0 200 0 145 97 0 0
582
Peak
Hour
All 0 12 255 0
0 0 0 0 0 15
6 0 0 22 0
HV% - 8% 2% -
12:45 PM 0 5 70 0 0
1 0 0
143
0 40 24
0 0 13 0 7 1260 44 17 0 0 012:30 PM 0 3 42 0 0
0 7 161
0 RT
12:00 PM 0 0 68 0 0

TH RT UT LT TH RT
0 2 152 0
LT
0 0 0 0 0 14
0 12:15 PM 0 4 75 0 0
Interval
Start
Madrid St Madrid St N/A Northridge Driveway 15-min
Total
Rolling
One Hour
0 31 29 0 0 0

UT LT TH
SB 8.2% 0.83
TOTAL 3.8% 0.90
Eastbound Westbound Northbound Southbound

UT LT TH RT UT
0 30 27
0 0 11 0 4
0 WB 3.7% 0.95
NB - -
Peak Hour: 12:00 PM 1:00 PM
HV %: PHF
EB 2.6% 0.84
Date: 04/11/2023
Peak Hour Count Period: 11:00 AM 2:00 PM
0 0
0 0
1 0
3 0
1 0
N
Northridge Driveway
Madrid St
Madrid St
Northridge
Driveway
Madrid St
582TEV:

0.9PHF: 20
53 73
109
0 97
145 242
308
0 255
12267
165
0 Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries
Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 0
1 0
0 2
0 2
2 1
0 2
11 400 0 1 0 1 3
6 1
Peak Hr 7 9 0 6 22 0 1
1 0 3 4 0 4Count Total 12 20 0 16 48 0
1 0 10 0 0 0 0 01:45 PM 3 1 0 2 6
0 0 0 0 0 0
0 1:30 PM 0 1 0 1 2 0 0 0
0 0 0 0 0 1
1 0
1:15 PM 1 2 0 2 5 0 0
0 0 0 0 0 1
1 1 0
1:00 PM 0 1 0 1 2 0
0 0 0 0 0 012:45 PM 2 5 0 1 8
0 1 0 0 0 0
0 12:30 PM 2 1 0 2 5 0 1 0
0 0 0 0 0 2
0 0
12:15 PM 2 2 0 2 6 0 0
0 0 0 0 0 0
0 0 0
12:00 PM 1 1 0 1 3 0
0 0 0 1 1 0
0 1 0
0 11:30 AM 1 1 0 1 3 0 0 0
0 1 1 0 0 0
1 3 0
EB WB NB SB Total East
11:45 AM 0 2 0 1 3
0 0 0
- - -HV% - 8% 2% - -
0 0
11:15 AM 0 1 0 1 2 0 0
0 0 1 1 0 1
West North South
11:00 AM 0 2 0
0 0 0 0 0 53 00 0 0 145 97 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - 11% - 0% 4%- 6% 1%
Peak
Hour
All 0 12 255
274 0 0 0 0 0
0 6 0 0 22 08 1 0 0 0 0
20 582 0
HV 0 1 6 0 0
Count Total 0 41 636 0 0 0 487 148 0 42 1,628 0
131 5470 0 0 13 0 20 0 34 16 0 0
13 0 3 141 577
1:45 PM 0 4 62 0
22 0 0 0 0 0
140 562
1:30 PM 0 5 51 0 0 0 47
0 0 0 20 0 10 0 36 27 0 0
15 0 4 135 574
1:15 PM 0 3 53 0
28 0 0 0 0 0
161 582
1:00 PM 0 3 45 0 0 0 40
0 0 0 15 0 70 0 40 24 0 0
13 0 7 126 568
12:45 PM 0 5 70 0
17 0 0 0 0 0
152 561
12:30 PM 0 3 42 0 0 0 44
0 0 0 14 0 20 0 30 27 0 0
11 0 4 143 522
12:15 PM 0 4 75 0
29 0 0 0 0 0
147 499
12:00 PM 0 0 68 0 0 0 31
0 0 0 13 0 50 0 46 35 0 0
8 0 2 119 0
11:45 AM 0 6 42 0
12 0 0 0 0 0
113 0
11:30 AM 0 6 49 0 0 0 42
0 0 0 8 0 20 0 44 21 0 0
5 0 3 120 0
11:15 AM 0 0 38 0
16 0 0 0 0 011:00 AM 0 2 41 0 0 0 53
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Madrid St Madrid St N/A Northridge Driveway 15-min
Total

UT LT TH RT TH RTUT LT TH RT UT LT
Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries - Heavy Vehicles
Three-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 1 01 0 0 0 0 0Peak Hour 0 0 0 0 0
0 3 0 0 4 0Count Total 0 0 0 0 0 1 0 0
00 0 0 0 0 0
0 0
1:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 1
1:30 PM 0 0 0 0 0 0
0 0 0 0 0 01:15 PM 0 0 0 0 0
0 0 0 0 0 1
1 1:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 2
12:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 1
12:30 PM 0 0 0 0 0 1
0 0 0 0 0 012:15 PM 0 0 0 0 0
0 0 0 0 0 2
3 12:00 PM 0 0 0 0 0 0 0 0
0 0 1 0 0 1
0 0
11:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1 0
11:30 AM 0 0 0 0 0 0
0 0 0 0 1 0
0 0 1 0
11:15 AM 0 0 0 0 0
0 0 0 0 0 1

TH RT LT TH RT
11:00 AM 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
22 0
Interval
Start
Madrid St Madrid St N/A Northridge Driveway
15-min
Total
Rolling
One HourEastbound
0 0 0 6 0 00 0 8 1 0 0
16 0 0 48 0
Peak Hour 0 1 6 0
1 0 0 0 0 0Count Total 0 2 10 0 0 0 19
6 150 0 0 2 0 00 0 1 0 0 0
1 0 0 2 17
1:45 PM 0 0 3 0
0 0 0 0 0 0
5 20
1:30 PM 0 0 0 0 0 0 1
0 0 0 2 0 00 0 2 0 0 0
1 0 0 2 21
1:15 PM 0 0 1 0
0 0 0 0 0 0
8 22
1:00 PM 0 0 0 0 0 0 1
0 0 0 1 0 00 0 4 1 0 0
2 0 0 5 17
12:45 PM 0 0 2 0
0 0 0 0 0 0
6 15
12:30 PM 0 1 1 0 0 0 1
0 0 0 2 0 00 0 2 0 0 0
1 0 0 3 11
12:15 PM 0 0 2 0
0 0 0 0 0 0
3 11
12:00 PM 0 0 1 0 0 0 1
0 0 0 1 0 00 0 2 0 0 0
1 0 0 3 0
11:45 AM 0 0 0 0
0 0 0 0 0 0
2 0
11:30 AM 0 1 0 0 0 0 1
0 0 0 1 0 00 0 1 0 0 0
1 0 0 3 0
11:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
11:00 AM 0 0 0 0 0 0 2

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Madrid St Madrid St N/A Northridge Driveway
15-min
Total
Rolling
One HourEastbound Westbound
Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
to
to
Three-Hour Count Summaries
Note: For all three-hour count summary, see next page.

Total
0 5
2 6
133 10 00 0 0 0 0 0Peak Hour 5 6 0 3 14
0 0 0 3 3 0
0 6:00 PM 2 1 0 0 3 0 0 0
0 0 0 0 0 2
5 0
5:45 PM 3 2 0 1 6 0 0
0 0 0 0 0 0
0 0 0
5:30 PM 0 1 0 2 3 0
0 0 0 0 0 0
East West North South
5:15 PM 0 2 0 0 2
Total EB WB NB SB Total
2% 0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)

EB WB NB SB
- - - 5% - 0%0% - 2% 0% - -
0 0
818 0
HV 0 0 5 0 0 0 6
0 0 0 65 0 212 0 307 99 0 0
818
Peak
Hour
All 0 22 302 0
0 0 0 0 0 15
3 0 0 14 0
HV% - 0% 2% -
6:00 PM 0 6 75 0 0
0 0 0
196
0 68 26
0 0 16 0 5 2290 76 28 0 0 05:45 PM 0 7 97 0 0
0 6 196
0 RT
5:15 PM 0 4 61 0 1

TH RT UT LT TH RT
0 8 197 0
LT
0 0 0 0 0 11
0 5:30 PM 0 5 69 0 1
Interval
Start
Madrid St Madrid St N/A Northridge Driveway 15-min
Total
Rolling
One Hour
0 81 24 0 0 0

UT LT TH
SB 3.5% 0.86
TOTAL 1.7% 0.89
Eastbound Westbound Northbound Southbound

UT LT TH RT UT
0 82 21
0 0 23 0 2
0 WB 1.5% 0.96
NB - -
Peak Hour: 5:15 PM 6:15 PM
HV %: PHF
EB 1.5% 0.78
Date: 04/11/2023
Peak Hour Count Period: 4:00 PM 7:00 PM
0 0
0 0
0 0
10 0
3 0
N
Northridge Driveway
Madrid St
Madrid St
Northridge
Driveway
Madrid St
818TEV:

0.89PHF: 21
65 86
121
0 99
307 408
369
2 302
22324
328
0 Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries
Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
4 0
6 5
2 0
5 2
6 0
7 1
38 1300 0 0 0 3 10
27 0
Peak Hr 5 6 0 3 14 0 0
0 0 0 0 3 8Count Total 10 13 0 12 35 0
0 1 00 0 0 0 0 06:45 PM 0 0 0 0 0
0 0 0 0 7 0
0 6:30 PM 1 0 0 1 2 0 0 0
0 0 0 0 0 0
3 0
6:15 PM 1 2 0 2 5 0 0
0 0 0 0 0 3
0 2 0
6:00 PM 2 1 0 0 3 0
0 0 0 0 0 05:45 PM 3 2 0 1 6
0 0 0 0 5 0
0 5:30 PM 0 1 0 2 3 0 0 0
0 0 0 0 0 0
1 0
5:15 PM 0 2 0 0 2 0 0
0 0 0 0 0 1
0 2 0
5:00 PM 1 0 0 0 1 0
0 0 0 0 0 3
1 5 0
0 4:30 PM 0 2 0 2 4 0 0 0
0 0 0 0 0 0
1 3 0
EB WB NB SB Total East
4:45 PM 0 1 0 1 2
0 0 0
- - -HV% - 0% 2% - 0%
1 0
4:15 PM 1 1 0 2 4 0 0
0 0 0 0 0 3
West North South
4:00 PM 1 1 0
0 0 0 0 0 65 00 2 0 307 99 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - 5% - 0% 2%- 2% 0%
Peak
Hour
All 0 22 302
262 0 0 0 0 0
0 3 0 0 14 06 0 0 0 0 0
21 818 0
HV 0 0 5 0 0
Count Total 0 55 879 0 3 0 829 183 0 68 2,279 0
188 7390 0 0 18 0 50 0 66 14 0 0
18 0 8 179 780
6:45 PM 0 4 81 0
16 0 0 0 0 0
176 798
6:30 PM 0 5 69 0 1 0 62
0 0 0 13 0 80 0 64 18 0 0
15 0 6 196 818
6:15 PM 0 2 71 0
26 0 0 0 0 0
229 807
6:00 PM 0 6 75 0 0 0 68
0 0 0 16 0 50 0 76 28 0 0
11 0 8 197 772
5:45 PM 0 7 97 0
21 0 0 0 0 0
196 760
5:30 PM 0 5 69 0 1 0 82
0 0 0 23 0 21 0 81 24 0 0
12 0 4 185 732
5:15 PM 0 4 61 0
24 0 0 0 0 0
194 733
5:00 PM 0 3 86 0 0 0 56
0 0 0 17 0 90 0 70 29 0 0
13 0 4 185 0
4:45 PM 0 6 63 0
16 0 0 0 0 0
168 0
4:30 PM 0 5 73 0 0 0 74
0 0 0 12 0 40 0 59 19 0 0
15 0 5 186 0
4:15 PM 0 5 69 0
27 0 0 0 0 04:00 PM 0 3 65 0 0 0 71
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Madrid St Madrid St N/A Northridge Driveway 15-min
Total

UT LT TH RT TH RTUT LT TH RT UT LT
Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries - Heavy Vehicles
Three-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 00 0 0 0 0 0Peak Hour 0 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0
00 0 0 0 0 0
0 0
6:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
6:30 PM 0 0 0 0 0 0
0 0 0 0 0 06:15 PM 0 0 0 0 0
0 0 0 0 0 0
0 6:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:30 PM 0 0 0 0 0 0
0 0 0 0 0 05:15 PM 0 0 0 0 0
0 0 0 0 0 0
0 5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
4:00 PM 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
14 0
Interval
Start
Madrid St Madrid St N/A Northridge Driveway
15-min
Total
Rolling
One HourEastbound
0 0 0 3 0 00 0 6 0 0 0
12 0 0 35 0
Peak Hour 0 0 5 0
0 0 0 0 0 0Count Total 0 0 10 0 0 0 13
0 100 0 0 0 0 00 0 0 0 0 0
1 0 0 2 16
6:45 PM 0 0 0 0
0 0 0 0 0 0
5 17
6:30 PM 0 0 1 0 0 0 0
0 0 0 2 0 00 0 2 0 0 0
0 0 0 3 14
6:15 PM 0 0 1 0
0 0 0 0 0 0
6 12
6:00 PM 0 0 2 0 0 0 1
0 0 0 1 0 00 0 2 0 0 0
2 0 0 3 8
5:45 PM 0 0 3 0
0 0 0 0 0 0
2 9
5:30 PM 0 0 0 0 0 0 1
0 0 0 0 0 00 0 2 0 0 0
0 0 0 1 11
5:15 PM 0 0 0 0
0 0 0 0 0 0
2 13
5:00 PM 0 0 1 0 0 0 0
0 0 0 1 0 00 0 1 0 0 0
2 0 0 4 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
4 0
4:30 PM 0 0 0 0 0 0 2
0 0 0 2 0 00 0 1 0 0 0
1 0 0 3 0
4:15 PM 0 0 1 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 1

UT LT TH RT UT LT
Northbound Southbound

Total
9 18
9 14
50Peak Hour 12 9 16 9 46 0 0 0 0 0 18 6 21 5
12:45 PM
12:15 PM
12:30 PM 3 2
3 3 5 2 13 0 0 0 0 0 3 2
12:00 PM 0 0 0 0
3 2 3 1 9 0 0 0 0 0 4 0
8 1
2 1 4 3 10 0 5 1 3 0
4 3 4 3 14 0 0 0 0 0 6 3 7 2
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 2 46 0
HV% - 4% 4% 4% - 1% 2% 2% 0% 4% 1% 1% 0% 2% 1% 5% 2% 0
Peak
Hour
All 0 81 90 138 0 267 83 167 3 120 708 204 4 180 693
5 9 2 0 3 4
40 2,778 0
HV 0 3 4 5 0 3 2 4 0
0 0
0 690 0
12:45 PM 18 30 41 0 69 22 44 1 32 147 46 3 39 166 10 668 2,778 12:30 PM 19 13 20 0 74 19 30 1 25 179 61 1 56 175 17
699 0
12:15 PM 23 26 41 0 70 19 47 1 31 205 46 0 40 164 8 721 0 12:00 PM 0 21 21 36 0 54 23 46 0 32 177 51 0 45 188 5
Interval
Start
Madrid St Harden Pkwy N Main St N Main St 15-min
Total
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
Date: 04/11/2023
Peak Hour Count Period: 11:00 AM 2:00 PM
SB 1.0% 0.92
TOTAL 1.7% 0.96
WB 1.7% 0.95
NB 1.5% 0.91
Peak Hour: 12:00 PM 1:00 PM
HV %: PHF
EB 3.9% 0.86
0 0
0 0
0 0
0 0
0 0
0 0
21 5
6 18
N
N Main St
Madrid St
Harden PkwyN Main St
Madrid St
N Main St
2,778TEV:

0.96PHF: 40
693
180
917
960
4 167
83 267
517
474
0 204
708
120
1,035
1,101
3 138
90 81
309
243
0 Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries
Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
9 5
13 4
9 18
9 14
13 9
10 8
121
5050 0 0 18 6 21
44 25
Peak Hour 12 9 16 9 46 0 0
0 0 1 4 27 25Count Total 26 27 52 27 132 3
0 2 50 0 0 1 1 11:45 PM 5 1 4 5 15
0 0 1 2 1 6
1 1:30 PM 1 1 3 1 6 0 0 0
0 0 0 2 3 3
3 4
1:15 PM 3 6 7 3 19 0 0
0 0 0 0 1 5
2 8 1
1:00 PM 1 2 1 1 5 0
0 0 0 0 0 312:45 PM 3 3 5 2 13
0 0 4 0 3 2
2 12:30 PM 3 2 3 1 9 0 0 0
0 0 0 6 3 7
3 0
12:15 PM 4 3 4 3 14 0 0
0 0 0 0 5 1
0 3 1
12:00 PM 2 1 4 3 10 0
1 0 0 0 1 0
2 8 2
1 11:30 AM 1 2 6 0 9 0 0 0
0 0 0 1 2 1
4 15 2
EB WB NB SB Total East
11:45 AM 1 1 4 2 8
0 0 1
0% 4% 1%HV% - 4% 4% 4% -
2 0
11:15 AM 1 2 4 2 9 0 0
0 0 0 2 2 5
West North South
11:00 AM 1 3 7
3 120 708 204 4 180 693138 0 267 83 167 3
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
1% 0% 2% 1% 5% 2%1% 2% 2%
Peak
Hour
All 0 81 90
473 10 394 2,171 543 11
0 3 4 2 46 02 4 0 5 9 2
40 2,778 0
HV 0 3 4 5 0
Count Total 0 206 243 338 3 772 239 539 1,875 133 7,950 0 717 2,774206 48 0 49 170 100 69 10 47 0 34
49 176 16 670 2,725
1:45 PM 0 16 29 29
41 2 31 151 46 2
719 2,745
1:30 PM 0 20 21 26 0 68 21
211 53 0 53 147 100 76 20 40 0 35
54 178 13 668 2,747
1:15 PM 0 18 24 32
34 1 34 187 31 0
668 2,778
1:00 PM 0 12 16 27 0 61 20
147 46 3 39 166 100 69 22 44 1 32
56 175 17 690 2,736
12:45 PM 0 18 30 41
30 1 25 179 61 1
721 2,639
12:30 PM 0 19 13 20 0 74 19
205 46 0 40 164 80 70 19 47 1 31
45 188 5 699 2,531
12:15 PM 0 23 26 41
46 0 32 177 51 0
626 2,398
12:00 PM 0 21 21 36 0 54 23
150 39 4 47 136 71 64 26 45 2 46
32 123 12 593 0
11:45 AM 0 15 21 23
35 1 32 199 40 1
613 0
11:30 AM 0 14 12 26 0 54 12
187 40 0 49 129 141 61 24 34 1 27
26 123 11 566 0
11:15 AM 0 12 16 18
30 0 35 172 42 011:00 AM 0 18 14 19 1 52 23

UT LT TH RT UT LT
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Madrid St Harden Pkwy N Main St N Main St 15-min
Total

UT LT TH RT TH RT
Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries - Heavy Vehicles
Three-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0
0 0 0
0 0 0
0 0
0 1 00
0 0 0
0 0 0
0 0 0
0 0 0
000 0 0 0
300 0 0 0
0200
0 1
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
4 000 0 0
0 0
0 0
Peak Hour
0 1Count Total
0 1100 0
0 0
1:45 PM
0 0 0 0
0 0 0
0 0 0 0 0 0
0 0
0 1:30 PM
00 0 0 00 0
0 0
1:15 PM
0 0 0
0 1:00 PM
000 00 0 0
0 0 0
0 0 0
0 0
0 1
12:45 PM
0 0 0 0
1 12:30 PM
00 0 0 00 0
0 1
12:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
3 12:00 PM
100 0
0 0
11:45 AM
0 0 0 0
0 11:30 AM
00 0 0 00 011:15 AM 0
0 0
0 0 0
2 011:00 AM
RT
46 0
Interval
Start
Madrid St Harden Pkwy N Main St N Main St
15-min
Total
Rolling
One Hour
9 2 0 3 4 20 3 2 4 0 5

RTTHLT RTTHLTRT
9 14 4 132 0
Peak Hour 0 3 4 5
11 0 10 35 7 0Count Total 0 7 10 9 0 9 7
15 453 0 0 2 3 00 1 0 0 0 1
0 0 1 6 43
1:45 PM 0 3 2 0
0 0 0 2 1 0
19 46
1:30 PM 0 0 0 1 0 1 0
6 0 0 1 2 00 3 1 2 0 1
0 0 1 5 41
1:15 PM 0 1 2 0
1 0 0 1 0 0
13 46
1:00 PM 0 0 0 1 0 0 1
2 0 0 0 1 10 1 1 1 0 3
1 0 0 9 41
12:45 PM 0 1 2 0
1 0 1 2 0 0
14 41
12:30 PM 0 1 0 2 0 1 0
3 0 0 2 1 00 1 1 1 0 1
0 2 1 10 36
12:15 PM 0 0 2 2
1 0 0 2 2 0
8 41
12:00 PM 0 1 0 1 0 0 0
2 1 0 1 1 00 0 1 0 0 1
0 0 0 9 0
11:45 AM 0 0 1 0
2 0 1 5 0 0
9 0
11:30 AM 0 0 0 1 0 0 0
4 0 0 0 2 00 0 1 1 0 0
2 2 0 15 0
11:15 AM 0 0 1 0
1 0 1 3 3 0
TH RT
11:00 AM 0 0 0 1 0 1 1

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Madrid St Harden Pkwy N Main St N Main St
15-min
Total
Rolling
One HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
to
to
Three-Hour Count Summaries
Note: For all three-hour count summary, see next page.

Total
18 14
16 2
50Peak Hour 4 5 5 7 21 0 1 0 1 2 6 13 16 15
5:15 PM
4:45 PM
5:00 PM 4 3
0 1 1 2 4 0 0 0 1 1 0 1
4:30 PM 0 0 0 0
1 1 1 1 4 0 0 0 0 0 4 5
1 0
1 3 1 2 7 0 0 2 7 9
2 0 2 2 6 0 1 0 0 1 2 5 4 3
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 1 21 0
HV% - 0% 2% 2% 0% 1% 1% 1% 0% 1% 0% 0% 0% 0% 1% 1% 1% 0 Peak
Hour
All 0 80 132 133 1 293 134 170 2 154 741 197 9 266 824
2 3 0 0 0 6
90 3,226 0
HV 0 0 2 2 0 2 2 1 0
0 0
0 808 0
5:15 PM 23 39 25 1 75 32 35 2 52 166 44 1 71 197 23 786 3,226 5:00 PM 20 30 37 0 82 31 42 0 33 186 45 6 60 220 16
812 0
4:45 PM 20 39 30 0 66 33 44 0 40 209 62 1 77 178 21 820 0 4:30 PM 0 17 24 41 0 70 38 49 0 29 180 46 1 58 229 30
Interval
Start
Madrid St Harden Pkwy N Main St N Main St 15-min
Total
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
Date: 04/11/2023
Peak Hour Count Period: 4:00 PM 7:00 PM
SB 0.6% 0.93
TOTAL 0.7% 0.98
WB 0.8% 0.95
NB 0.5% 0.88
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.2% 0.97
0 0
0 0
1 0
0 0
0 0
1 0
16 15
13 6
N
N Main St
Madrid St
Harden PkwyN Main St
Madrid St
N Main St
3,226TEV:

0.98PHF: 90
824
266
1,189
1,000
9 170
134
293
598
596
1 197
741
154
1,094
1,252
2 133
132
80 345
378
0 Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries
Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
17 4
18 14
16 2
12 9
7 10
16 2
127
50150 1 2 6 13 16
35 38
Peak Hour 4 5 5 7 21 0 1
1 0 2 3 16 38Count Total 20 13 19 21 73 0
0 0 00 0 0 0 0 26:45 PM 0 0 1 2 3
0 0 3 2 7 4
1 6:30 PM 2 1 0 2 5 0 0 0
0 0 0 0 8 1
2 3
6:15 PM 2 1 3 1 7 0 0
0 0 0 0 1 1
3 1 4
6:00 PM 2 1 1 2 6 0
0 0 0 0 0 15:45 PM 3 1 2 2 8
0 0 2 3 6 1
0 5:30 PM 2 1 1 1 5 0 0 0
0 1 1 0 1 1
4 3
5:15 PM 0 1 1 2 4 0 0
0 0 0 0 4 5
5 4 3
5:00 PM 1 1 1 1 4 0
0 1 0 0 1 2
2 7 9
2 4:30 PM 1 3 1 2 7 0 0 0
0 0 0 0 1 1
1 8 0
EB WB NB SB Total East
4:45 PM 2 0 2 2 6
0 0 0
0% 1% 0%HV% - 0% 2% 2% 0%
1 8
4:15 PM 3 1 3 3 10 0 0
0 0 1 1 1 7
West North South
4:00 PM 2 2 3
2 154 741 197 9 266 824133 1 293 134 170 2
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% 1% 1% 1%1% 1% 1%
Peak
Hour
All 0 80 132
504 11 454 2,020 562 17
0 0 6 1 21 02 1 0 2 3 0
90 3,226 0
HV 0 0 2 2 0
Count Total 0 266 367 423 3 799 365 759 2,311 268 9,129 0 599 2,80549 33 3 61 162 220 66 23 51 0 30
52 175 21 680 2,973
6:45 PM 0 18 40 41
30 2 35 155 42 2
755 3,095
6:30 PM 0 24 23 43 1 48 27
179 46 2 63 176 180 80 31 48 1 32
68 181 25 771 3,126
6:15 PM 0 15 28 36
44 0 41 170 59 0
767 3,163
6:00 PM 0 32 32 33 0 56 30
193 33 0 50 182 220 58 35 39 4 42
82 212 22 802 3,216
5:45 PM 0 37 31 41
43 1 49 165 51 0
786 3,226
5:30 PM 0 14 34 34 0 61 34
166 44 1 71 197 231 75 32 35 2 52
60 220 16 808 3,199
5:15 PM 0 23 39 25
42 0 33 186 45 6
820 3,161
5:00 PM 0 20 30 37 0 82 31
209 62 1 77 178 210 66 33 44 0 40
58 229 30 812 0
4:45 PM 0 20 39 30
49 0 29 180 46 1
759 0
4:30 PM 0 17 24 41 0 70 38
204 59 1 58 186 140 71 28 26 1 36
59 213 34 770 0
4:15 PM 0 23 19 33
53 0 35 164 42 04:00 PM 0 23 28 29 1 66 23

UT LT TH RT UT LT
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Madrid St Harden Pkwy N Main St N Main St 15-min
Total

UT LT TH RT TH RT
Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries - Heavy Vehicles
Three-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0
0 0 0
0 0 0
0 0
0 0 00
0 0 0
0 0 0
0 0 0
0 0 0
000 0 1 0
000 0 1 0
0000
0 0
0 00
0 THLT
01000000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 1 00 0
3 000 0 0
0 0
0 0
Peak Hour
0 2Count Total
0 0000 0
0 0
6:45 PM
0 0 0 0
0 0 0
0 0 0 0 0 0
0 0
0 6:30 PM
00 0 0 00 0
0 1
6:15 PM
0 0 0
1 6:00 PM
000 00 0 0
0 0 0
0 0 0
0 0
0 2
5:45 PM
0 0 0 0
2 5:30 PM
10 0 1 00 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
2 5:00 PM
100 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 1 0
1 04:00 PM
RT
21 0
Interval
Start
Madrid St Harden Pkwy N Main St N Main St
15-min
Total
Rolling
One Hour
3 0 0 0 6 10 2 2 1 0 2

RTTHLT RTTHLTRT
1 17 3 73 0
Peak Hour 0 0 2 2
1 0 5 14 0 0Count Total 0 6 7 7 0 6 6
3 211 0 0 0 2 00 0 0 0 0 0
0 2 0 5 26
6:45 PM 0 0 0 0
0 0 0 0 0 0
7 26
6:30 PM 0 1 0 1 0 1 0
2 0 0 0 1 00 0 1 0 0 1
0 0 2 6 23
6:15 PM 0 0 2 0
0 0 0 1 0 0
8 21
6:00 PM 0 1 0 1 0 1 0
1 0 0 1 1 00 0 1 0 0 1
0 1 0 5 19
5:45 PM 0 2 1 0
0 0 0 1 0 0
4 21
5:30 PM 0 0 1 1 0 0 1
0 0 0 0 2 00 0 1 0 0 1
0 1 0 4 27
5:15 PM 0 0 0 0
0 0 0 1 0 0
6 31
5:00 PM 0 0 0 1 0 1 0
1 0 0 0 2 00 0 0 0 0 1
0 1 1 7 0
4:45 PM 0 0 2 0
1 0 0 1 0 0
10 0
4:30 PM 0 0 0 1 0 1 1
2 0 0 0 3 00 1 0 0 0 1
0 1 0 8 0
4:15 PM 0 2 1 0
0 0 0 3 0 0
TH RT
4:00 PM 0 0 0 2 0 1 1

UT LT TH RT UT LT
Northbound Southbound

Total
5 2
3 3
131 1 90 0 0 0 0 2Peak Hour 1 2 0 2 5
0 0 0 0 1 2
1 1:45 PM 1 0 0 0 1 0 0 0
0 0 0 2 0 0
0 2
1:30 PM 0 1 0 1 2 0 0
0 0 0 0 0 0
1 0 4
1:15 PM 0 0 0 1 1 0
0 0 0 0 0 0
East West North South
1:00 PM 0 1 0 0 1
Total EB WB NB SB Total
1% 0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)

EB WB NB SB
- - - 2% - 0%0% - 1% 0% - -
0 0
838 0
HV 0 0 1 0 0 0 2
0 0 0 93 0 241 0 260 117 0 0
838
Peak
Hour
All 0 9 334 0
0 0 0 0 0 23
2 0 0 5 0
HV% - 0% 0% -
1:45 PM 0 2 78 0 0
0 0 0
221
0 77 24
0 0 22 0 8 2160 53 39 0 0 01:30 PM 0 0 93 0 1
0 5 209
0 RT
1:00 PM 0 6 83 0 0

TH RT UT LT TH RT
0 6 192 0
LT
0 0 0 0 0 25
0 1:15 PM 0 1 80 0 0
Interval
Start
Madrid St Madrid St N/A Northridge Driveway 15-min
Total
Rolling
One Hour
0 72 32 0 0 0

UT LT TH
SB 1.7% 0.94
TOTAL 0.6% 0.95
Eastbound Westbound Northbound Southbound

UT LT TH RT UT
0 58 22
0 0 23 0 5
0 WB 0.5% 0.91
NB - -
Peak Hour: 1:00 PM 2:00 PM
HV %: PHF
EB 0.3% 0.92
Date: 04/08/2023
Peak Hour Count Period: 11:00 AM 2:00 PM
0 0
0 0
0 0
1 9
1 2
N
Northridge Driveway
Madrid St
Madrid St
Northridge
Driveway
Madrid St
838TEV:

0.95PHF: 24
93 117
126
0 117
260 378
428
1 334
9343
284
0 Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries
Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 1
4 3
4 3
1 5
5 2
3 3
35 1390 0 0 2 1 1
1 29
Peak Hr 1 2 0 2 5 0 0
0 0 0 0 2 3Count Total 2 7 0 5 14 0
0 1 20 0 0 0 0 01:45 PM 1 0 0 0 1
0 0 2 0 0 1
2 1:30 PM 0 1 0 1 2 0 0 0
0 0 0 0 0 0
0 4
1:15 PM 0 0 0 1 1 0 0
0 0 0 0 0 1
2 0 3
1:00 PM 0 1 0 0 1 0
0 0 0 0 0 012:45 PM 0 0 0 0 0
0 0 0 0 0 1
3 12:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 4
12:15 PM 0 1 0 2 3 0 0
0 0 0 0 0 0
0 0 3
12:00 PM 0 2 0 0 2 0
0 0 0 0 0 0
0 0 4
1 11:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1 0
EB WB NB SB Total East
11:45 AM 1 0 0 0 1
0 0 0
- - -HV% - 0% 0% - 0%
0 1
11:15 AM 0 1 0 1 2 0 0
0 0 0 0 0 0
West North South
11:00 AM 0 1 0
0 0 0 0 0 93 00 1 0 260 117 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - 2% - 0% 1%- 1% 0%
Peak
Hour
All 0 9 334
363 0 0 0 0 1
0 2 0 0 5 02 0 0 0 0 0
24 838 0
HV 0 0 1 0 0
Count Total 0 43 899 0 4 0 720 228 0 60 2,318 0
209 8380 0 0 23 0 50 0 77 24 0 0
22 0 8 216 835
1:45 PM 0 2 78 0
39 0 0 0 0 0
192 809
1:30 PM 0 0 93 0 1 0 53
0 0 0 25 0 60 0 58 22 0 0
23 0 5 221 820
1:15 PM 0 1 80 0
32 0 0 0 0 0
206 798
1:00 PM 0 6 83 0 0 0 72
0 0 0 15 0 30 0 58 38 0 0
23 0 3 190 766
12:45 PM 0 6 86 0
24 0 0 0 0 0
203 766
12:30 PM 0 0 78 0 0 0 62
0 0 0 19 0 31 0 72 29 0 0
17 0 7 199 737
12:15 PM 0 4 75 0
32 0 0 0 0 0
174 682
12:00 PM 0 3 77 0 0 0 63
0 0 1 19 0 41 0 49 33 0 0
22 0 8 190 0
11:45 AM 0 7 60 0
40 0 0 0 0 0
174 0
11:30 AM 0 4 61 0 1 0 54
0 0 0 12 0 50 0 49 30 0 0
8 0 3 144 0
11:15 AM 0 7 71 0
20 0 0 0 0 011:00 AM 0 3 57 0 0 0 53
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Madrid St Madrid St N/A Northridge Driveway 15-min
Total

UT LT TH RT TH RTUT LT TH RT UT LT
Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries - Heavy Vehicles
Three-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 00 0 0 0 0 0Peak Hour 0 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0
00 0 0 0 0 0
0 0
1:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
1:30 PM 0 0 0 0 0 0
0 0 0 0 0 01:15 PM 0 0 0 0 0
0 0 0 0 0 0
0 1:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
12:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
12:30 PM 0 0 0 0 0 0
0 0 0 0 0 012:15 PM 0 0 0 0 0
0 0 0 0 0 0
0 12:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
11:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
11:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
11:15 AM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
11:00 AM 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
5 0
Interval
Start
Madrid St Madrid St N/A Northridge Driveway
15-min
Total
Rolling
One HourEastbound
0 0 0 2 0 00 0 2 0 0 0
5 0 0 14 0
Peak Hour 0 0 1 0
0 0 0 0 0 0Count Total 0 0 2 0 0 0 7
1 50 0 0 0 0 00 0 0 0 0 0
1 0 0 2 4
1:45 PM 0 0 1 0
0 0 0 0 0 0
1 2
1:30 PM 0 0 0 0 0 0 1
0 0 0 1 0 00 0 0 0 0 0
0 0 0 1 4
1:15 PM 0 0 0 0
0 0 0 0 0 0
0 5
1:00 PM 0 0 0 0 0 0 1
0 0 0 0 0 00 0 0 0 0 0
0 0 0 0 6
12:45 PM 0 0 0 0
0 0 0 0 0 0
3 6
12:30 PM 0 0 0 0 0 0 0
0 0 0 2 0 00 0 1 0 0 0
0 0 0 2 5
12:15 PM 0 0 0 0
0 0 0 0 0 0
1 4
12:00 PM 0 0 0 0 0 0 2
0 0 0 0 0 00 0 0 0 0 0
0 0 0 0 0
11:45 AM 0 0 1 0
0 0 0 0 0 0
2 0
11:30 AM 0 0 0 0 0 0 0
0 0 0 1 0 00 0 1 0 0 0
0 0 0 1 0
11:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
11:00 AM 0 0 0 0 0 0 1

UT LT TH RT UT LT
Northbound Southbound

Total
5 9
4 18
36Peak Hour 3 4 7 7 21 0 0 0 0 0 7 8 10 11
1:45 PM
1:15 PM
1:30 PM 0 0
2 2 1 2 7 0 0 0 0 0 3 4
1:00 PM 0 0 0 0
0 0 3 2 5 0 0 0 0 0 2 2
3 8
0 1 2 1 4 0 1 2 1 1
1 1 1 2 5 0 0 0 0 0 1 0 6 2
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 1 21 0
HV% - 0% 1% 1% - 0% 1% 1% 0% 0% 1% 0% 0% 0% 1% 1% 1% 0
Peak
Hour
All 0 106 143 172 0 313 100 202 2 184 900 201 8 235 853 0 6 1 0 1 5
92 3,511 0
HV 0 0 2 1 0 1 1 2 0
0 0
0 852 0
1:45 PM 26 31 39 0 72 27 52 0 53 236 57 3 55 225 28 904 3,511 1:30 PM 23 50 40 0 82 27 53 1 41 194 54 3 63 204 17
850 0
1:15 PM 25 31 47 0 79 22 55 1 42 238 47 1 60 233 24 905 0 1:00 PM 0 32 31 46 0 80 24 42 0 48 232 43 1 57 191 23
Interval
Start
Madrid St Harden Pkwy N Main St N Main St 15-min
Total
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
Date: 04/08/2023
Peak Hour Count Period: 11:00 AM 2:00 PM
SB 0.6% 0.93
TOTAL 0.6% 0.97
WB 0.7% 0.95
NB 0.5% 0.93
Peak Hour: 1:00 PM 2:00 PM
HV %: PHF
EB 0.7% 0.93
0 0
0 0
0 0
0 0
0 0
0 0
10 11
8 7
N
N Main St
Madrid St
Harden PkwyN Main St
Madrid St
N Main St
3,511TEV:

0.97PHF: 92
853
235
1,188
1,216
8 202
100
313
615
579
0 201
900
184
1,287
1,340
2 172
143
106
421
376
0 Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries
Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
8 15
11 7
3 11
11 8
5 9
4 18
110
36110 0 0 7 8 10
31 24
Peak Hour 3 4 7 7 21 0 0
0 0 0 0 20 35Count Total 7 14 24 21 66 0
4 3 80 0 0 0 0 31:45 PM 2 2 1 2 7
0 0 2 2 0 0
2 1:30 PM 0 0 3 2 5 0 0 0
0 0 0 1 0 6
1 1
1:15 PM 1 1 1 2 5 0 0
0 0 0 0 1 2
2 0 2
1:00 PM 0 1 2 1 4 0
0 0 0 0 0 412:45 PM 0 1 3 3 7
0 0 2 0 8 1
1 12:30 PM 0 0 1 2 3 0 0 0
0 0 0 2 3 5
0 0
12:15 PM 2 3 3 4 12 0 0
0 0 0 0 0 3
5 1 1
12:00 PM 0 1 2 1 4 0
0 0 0 0 0 0
4 1 3
2 11:30 AM 0 1 4 0 5 0 0 0
0 0 0 0 8 5
1 5 0
EB WB NB SB Total East
11:45 AM 1 2 1 2 6
0 0 3
0% 0% 1%HV% - 0% 1% 1% -
1 3
11:15 AM 1 0 1 1 3 0 0
0 0 0 0 2 2
West North South
11:00 AM 0 2 2
1 184 900 201 8 235 853172 0 313 100 202 2
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% 1% 1% 1%0% 1% 1%
Peak
Hour
All 0 106 143
568 11 525 2,591 584 21
0 1 5 1 21 01 2 0 0 6 1
92 3,511 0
HV 0 0 2 1 0
Count Total 0 299 374 448 0 868 349 651 2,234 220 9,743 0 904 3,511236 57 3 55 225 280 72 27 52 0 53
63 204 17 852 3,460
1:45 PM 0 26 31 39
53 1 41 194 54 3
905 3,461
1:30 PM 0 23 50 40 0 82 27
238 47 1 60 233 240 79 22 55 1 42
57 191 23 850 3,314
1:15 PM 0 25 31 47
42 0 48 232 43 1
853 3,334
1:00 PM 0 32 31 46 0 80 24
232 53 1 38 198 140 88 38 40 1 49
47 226 13 853 3,244
12:45 PM 0 30 31 40
44 1 38 221 55 1
758 3,147
12:30 PM 0 27 43 38 0 62 37
201 35 3 53 175 190 70 38 38 1 38
50 185 27 870 3,114
12:15 PM 0 25 25 37
40 1 47 266 59 3
763 2,898
12:00 PM 0 30 36 36 0 63 27
185 60 4 57 152 110 87 25 60 2 47
68 162 17 756 0
11:45 AM 0 20 20 33
46 2 46 184 54 0
725 0
11:30 AM 0 23 30 30 0 62 32
219 33 0 60 150 150 49 22 54 0 37
43 133 12 654 0
11:15 AM 0 28 24 34
44 1 39 183 34 111:00 AM 0 10 22 28 0 74 30

UT LT TH RT UT LT
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Madrid St Harden Pkwy N Main St N Main St 15-min
Total

UT LT TH RT TH RT
Project Manager: (415) 310-6469 [email protected] www.idaxdata.com
Three-Hour Count Summaries - Heavy Vehicles
Three-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0
0 0 0
0 0 0
0 0
0 0 00
0 0 0
0 0 0
0 0 0
0 0 0
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
0 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 0
0 0
1:45 PM
0 0 0 0
0 0 0
0 0 0 0 0 0
0 0
0 1:30 PM
00 0 0 00 0
0 0
1:15 PM
0 0 0
0 1:00 PM
000 00 0 0
0 0 0
0 0 0
0 0
0 0
12:45 PM
0 0 0 0
0 12:30 PM
00 0 0 00 0
0 0
12:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 12:00 PM
000 0
0 0
11:45 AM
0 0 0 0
0 11:30 AM
00 0 0 00 011:15 AM 0
0 0
0 0 0
0 011:00 AM
RT
21 0
Interval
Start
Madrid St Harden Pkwy N Main St N Main St
15-min
Total
Rolling
One Hour
6 1 0 1 5 10 1 1 2 0 0

RTTHLT RTTHLTRT
3 16 2 66 0
Peak Hour 0 0 2 1
6 0 0 21 3 0Count Total 0 1 5 1 0 4 4
7 211 0 0 0 2 00 1 0 1 0 0
1 0 1 5 21
1:45 PM 0 0 1 1
0 0 0 3 0 0
5 19
1:30 PM 0 0 0 0 0 0 0
1 0 0 0 2 00 0 0 1 0 0
0 1 0 4 26
1:15 PM 0 0 1 0
0 0 0 1 1 0
7 26
1:00 PM 0 0 0 0 0 0 1
3 0 0 0 3 00 1 0 0 0 0
0 2 0 3 25
12:45 PM 0 0 0 0
0 0 0 1 0 0
12 27
12:30 PM 0 0 0 0 0 0 0
3 0 0 1 3 00 1 1 1 0 0
0 0 1 4 18
12:15 PM 0 0 2 0
0 0 0 1 1 0
6 19
12:00 PM 0 0 0 0 0 0 1
0 1 0 0 2 00 1 0 1 0 0
0 0 0 5 0
11:45 AM 0 1 0 0
1 0 0 4 0 0
3 0
11:30 AM 0 0 0 0 0 0 0
1 0 0 0 1 00 0 0 0 0 0
1 0 0 5 0
11:15 AM 0 0 1 0
1 0 0 2 0 0
TH RT
11:00 AM 0 0 0 0 0 0 1

UT LT TH RT UT LT
Northbound Southbound

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Focused Traffic Analysis Memo

Appendix B
LOS and Queue Outputs

Existing Conditions - Tuesday (MD) Existing Condition
1: Madrid St & Northridge Driveway Timing Plan: Tuesday (MD) 1: Madrid St & Northridge Driveway Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 1.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 12 255 145 97 53 20
Future Vol, veh/h 12 255 145 97 53 20
Conflicting Peds, #/hr 3 0 0 3 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 135 - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 84 84 95 95 83 83
Heavy Vehicles, % 1 6 8 1 6 0
Mvmt Flow 14 304 153 102 64 24

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 258 0 - 0 539 208
Stage 1 - - - - 207 -
Stage 2 - - - - 332 -
Critical Hdwy 4.11 - - - 6.46 6.2
Critical Hdwy Stg 1 - - - - 5.46 -
Critical Hdwy Stg 2 - - - - 5.46 -
Follow-up Hdwy 2.209 - - - 3.554 3.3
Pot Cap-1 Maneuver 1313 - - - 497 837
Stage 1 - - - - 818 -
Stage 2 - - - - 718 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1309 - - - 489 834
Mov Cap-2 Maneuver - - - - 489 -
Stage 1 - - - - 807 -
Stage 2 - - - - 716 -

Approach EB WB SB
HCM Control Delay, s 0.3 0 12.4

HCM LOS B

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1309 - - - 489 834
HCM Lane V/C Ratio 0.011 - - - 0.131 0.029
HCM Control Delay (s) 7.8 - - - 13.5 9.4
HCM Lane LOS A - - - B A
HCM 95th %tile Q(veh) 0 - - - 0.4 0.1
Existing Conditions - Tuesday (MD) Existing Condition
2: N Main St & Madrid St /Harden Pkwy Timing Plan: Tuesday (MD) 2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 81 90 138 267 83 167 125 708 204 186 693 40 Future Volume (veh/h) 81 90 138 267 83 167 125 708 204 186 693 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.98 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1841 1826 1856 1870 1841 1826 1767 1870 1856 1841 1870 Adj Flow Rate, veh/h 94 105 160 184 223 176 137 778 224 202 753 43 Peak Hour Factor 0.86 0.86 0.86 0.95 0.95 0.95 0.91 0.91 0.91 0.92 0.92 0.92 Percent Heavy Veh, % 3 4 5 3 2 4 5 9 2 3 4 2
Cap, veh/h 293 305 247 319 338 272 172 1248 402 243 1495 457 Arrive On Green 0.17 0.17 0.17 0.18 0.18 0.18 0.10 0.26 0.26 0.14 0.30 0.30 Sat Flow, veh/h 1767 1841 1489 1767 1870 1506 1739 4823 1552 1767 5025 1537 Grp Volume(v), veh/h 94 105 160 184 223 176 137 778 224 202 753 43 Grp Sat Flow(s),veh/h/ln 1767 1841 1489 1767 1870 1506 1739 1608 1552 1767 1675 1537 Q Serve(g_s), s 4.4 4.8 9.5 9.0 10.5 10.3 7.3 13.5 11.9 10.6 11.7 1.9 Cycle Q Clear(g_c), s 4.4 4.8 9.5 9.0 10.5 10.3 7.3 13.5 11.9 10.6 11.7 1.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 293 305 247 319 338 272 172 1248 402 243 1495 457 V/C Ratio(X) 0.32 0.34 0.65 0.58 0.66 0.65 0.80 0.62 0.56 0.83 0.50 0.09 Avail Cap(c_a), veh/h 466 485 392 466 493 397 513 1779 573 522 1854 567 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.9 35.0 37.0 35.5 36.2 36.1 41.8 31.1 30.5 39.8 27.5 24.1 Incr Delay (d2), s/veh 0.6 0.7 2.9 1.6 2.2 2.6 8.2 0.5 1.2 7.2 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 2.2 3.6 4.0 4.9 3.9 3.5 5.2 4.5 5.0 4.7 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.5 35.7 39.8 37.2 38.4 38.6 50.0 31.6 31.7 47.1 27.8 24.2 LnGrp LOS D D D D D D D C C D C C
Approach Vol, veh/h 359 583 1139 998
Approach Delay, s/veh 37.5 38.1 33.8 31.5
Approach LOS D D C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 19.1 30.7 21.8 15.5 34.3 23.2
Change Period (Y+Rc), s 6.1 6.1 6.1 6.1 6.1 6.1
Max Green Setting (Gmax), s 28.0 35.0 25.0 28.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 12.6 15.5 11.5 9.3 13.7 12.5 Green Ext Time (p_c), s 0.5 6.3 1.2 0.3 5.5 2.1
Intersection Summary
HCM 6th Ctrl Delay 34.3
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

Existing Conditions - Tuesday (PM) Existing Condition
1: Madrid St & Northridge Driveway Timing Plan: Tuesday (PM) 1: Madrid St & Northridge Driveway Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 2.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 22 302 307 99 65 21
Future Vol, veh/h 22 302 307 99 65 21
Conflicting Peds, #/hr 10 0 0 10 0 3
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 135 - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 78 78 96 96 86 86
Heavy Vehicles, % 0 5 6 0 3 0
Mvmt Flow 28 387 320 103 76 24

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 433 0 - 0 825 385
Stage 1 - - - - 382 -
Stage 2 - - - - 443 -
Critical Hdwy 4.1 - - - 6.43 6.2
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.2 - - - 3.527 3.3
Pot Cap-1 Maneuver 1137 - - - 341 667
Stage 1 - - - - 688 -
Stage 2 - - - - 645 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1126 - - - 326 659
Mov Cap-2 Maneuver - - - - 326 -
Stage 1 - - - - 664 -
Stage 2 - - - - 639 -

Approach EB WB SB
HCM Control Delay, s 0.6 0 17.2

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1126 - - - 326 659
HCM Lane V/C Ratio 0.025 - - - 0.232 0.037
HCM Control Delay (s) 8.3 - - - 19.3 10.7
HCM Lane LOS A - - - C B
HCM 95th %tile Q(veh) 0.1 - - - 0.9 0.1
Existing Conditions - Tuesday (PM) Existing Condition
2: N Main St & Madrid St /Harden Pkwy Timing Plan: Tuesday (PM) 2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 132 133 295 134 170 157 741 197 280 824 90 Future Volume (veh/h) 80 132 133 295 134 170 157 741 197 280 824 90 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 0.98 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1870 1870 1870 1870 1885 1870 1856 1900 1900 1811 1885 Adj Flow Rate, veh/h 82 136 137 226 260 179 178 842 224 301 886 97 Peak Hour Factor 0.97 0.97 0.97 0.95 0.95 0.95 0.88 0.88 0.88 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 2 2 2 1 2 3 0 0 6 1
Cap, veh/h 257 266 218 331 348 286 214 1253 392 339 1555 482 Arrive On Green 0.14 0.14 0.14 0.19 0.19 0.19 0.12 0.25 0.25 0.19 0.31 0.31 Sat Flow, veh/h 1810 1870 1532 1781 1870 1536 1781 5066 1585 1810 4944 1531 Grp Volume(v), veh/h 82 136 137 226 260 179 178 842 224 301 886 97 Grp Sat Flow(s),veh/h/ln 1810 1870 1532 1781 1870 1536 1781 1689 1585 1810 1648 1531 Q Serve(g_s), s 4.2 6.9 8.7 12.2 13.5 11.1 10.1 15.5 12.8 16.7 15.4 4.8 Cycle Q Clear(g_c), s 4.2 6.9 8.7 12.2 13.5 11.1 10.1 15.5 12.8 16.7 15.4 4.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 257 266 218 331 348 286 214 1253 392 339 1555 482 V/C Ratio(X) 0.32 0.51 0.63 0.68 0.75 0.63 0.83 0.67 0.57 0.89 0.57 0.20 Avail Cap(c_a), veh/h 439 454 372 432 454 373 484 1721 538 492 1680 520 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.7 40.9 41.6 39.1 39.6 38.6 44.3 35.0 34.0 40.8 29.5 25.8 Incr Delay (d2), s/veh 0.7 1.5 3.0 2.9 4.8 2.3 8.0 0.6 1.3 13.0 0.4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 3.3 3.4 5.5 6.6 4.3 4.9 6.3 5.0 8.6 6.1 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.4 42.4 44.6 42.0 44.5 40.9 52.3 35.6 35.3 53.8 29.9 26.0 LnGrp LOS D D D D D D D D D D C C
Approach Vol, veh/h 355 665 1244 1284
Approach Delay, s/veh 42.8 42.7 38.0 35.2
Approach LOS D D D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 25.4 31.6 20.7 18.5 38.5 25.3
Change Period (Y+Rc), s 6.1 6.1 6.1 6.1 6.1 6.1
Max Green Setting (Gmax), s 28.0 35.0 25.0 28.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 18.7 17.5 10.7 12.1 17.4 15.5 Green Ext Time (p_c), s 0.6 6.4 1.2 0.4 6.3 2.1
Intersection Summary
HCM 6th Ctrl Delay 38.3
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

Existing Conditions - Saturday (MD) Existing Condition
1: Madrid St & Northridge Driveway Timing Plan: Saturday (MD) 1: Madrid St & Northridge Driveway Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 2.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 9 334 260 117 93 24
Future Vol, veh/h 9 334 260 117 93 24
Conflicting Peds, #/hr 1 0 0 1 2 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 135 - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 91 91 94 94
Heavy Vehicles, % 0 1 2 0 2 0
Mvmt Flow 10 363 286 129 99 26

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 416 0 - 0 737 353
Stage 1 - - - - 352 -
Stage 2 - - - - 385 -
Critical Hdwy 4.1 - - - 6.42 6.2
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.2 - - - 3.518 3.3
Pot Cap-1 Maneuver 1154 - - - 386 695
Stage 1 - - - - 712 -
Stage 2 - - - - 688 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1153 - - - 382 694
Mov Cap-2 Maneuver - - - - 382 -
Stage 1 - - - - 705 -
Stage 2 - - - - 687 -

Approach EB WB SB
HCM Control Delay, s 0.2 0 16.2

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1153 - - - 382 694
HCM Lane V/C Ratio 0.008 - - - 0.259 0.037
HCM Control Delay (s) 8.1 - - - 17.7 10.4
HCM Lane LOS A - - - C B
HCM 95th %tile Q(veh) 0 - - - 1 0.1
Existing Conditions - Saturday (MD) Existing Condition
2: N Main St & Madrid St /Harden Pkwy Timing Plan: Saturday (MD) 2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 106 143 172 313 100 202 187 900 201 247 853 92 Future Volume (veh/h) 106 143 172 313 100 202 187 900 201 247 853 92 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1870 1885 1885 1885 1870 1900 1811 1885 1885 1826 1885 Adj Flow Rate, veh/h 114 154 185 217 262 213 201 968 216 266 917 99 Peak Hour Factor 0.93 0.93 0.93 0.95 0.95 0.95 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 1 1 1 2 0 6 1 1 5 1
Cap, veh/h 287 297 248 324 341 281 238 1296 415 303 1492 472 Arrive On Green 0.16 0.16 0.16 0.18 0.18 0.18 0.13 0.26 0.26 0.17 0.30 0.30 Sat Flow, veh/h 1810 1870 1564 1795 1885 1556 1810 4944 1583 1795 4985 1576 Grp Volume(v), veh/h 114 154 185 217 262 213 201 968 216 266 917 99 Grp Sat Flow(s),veh/h/ln 1810 1870 1564 1795 1885 1556 1810 1648 1583 1795 1662 1576 Q Serve(g_s), s 6.0 8.0 12.0 12.0 14.0 13.8 11.5 19.1 12.4 15.4 16.8 5.0 Cycle Q Clear(g_c), s 6.0 8.0 12.0 12.0 14.0 13.8 11.5 19.1 12.4 15.4 16.8 5.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 287 297 248 324 341 281 238 1296 415 303 1492 472 V/C Ratio(X) 0.40 0.52 0.74 0.67 0.77 0.76 0.85 0.75 0.52 0.88 0.61 0.21 Avail Cap(c_a), veh/h 426 440 368 423 444 366 477 1629 522 473 1642 519 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.1 41.0 42.6 40.6 41.4 41.3 45.1 36.0 33.5 43.1 31.9 27.8 Incr Delay (d2), s/veh 0.9 1.4 4.5 2.6 6.0 6.5 8.0 1.5 1.0 11.1 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 3.8 4.9 5.5 7.0 5.8 5.7 7.8 4.8 7.7 6.7 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.0 42.4 47.1 43.2 47.4 47.8 53.1 37.4 34.5 54.2 32.5 28.0 LnGrp LOS D D D D D D D D C D C C
Approach Vol, veh/h 453 692 1385 1282
Approach Delay, s/veh 43.9 46.2 39.3 36.7
Approach LOS D D D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 24.0 33.9 23.0 20.1 37.9 25.3
Change Period (Y+Rc), s 6.1 6.1 6.1 6.1 6.1 6.1
Max Green Setting (Gmax), s 28.0 35.0 25.0 28.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 17.4 21.1 14.0 13.5 18.8 16.0 Green Ext Time (p_c), s 0.6 6.4 1.4 0.5 6.3 2.1
Intersection Summary
HCM 6th Ctrl Delay 40.2
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

Existing+Project+PassBy - Tuesday (MD) Existing + Project + PassBy 1: Madrid St & Northridge Driveway
Timing Plan: Tuesday (MD)
1: Madrid St & Northridge Driveway Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 3.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 20 251 113 164 116 28
Future Vol, veh/h 20 251 113 164 116 28
Conflicting Peds, #/hr 3 0 0 3 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 135 - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 84 84 95 95 83 83
Heavy Vehicles, % 1 6 8 1 6 0
Mvmt Flow 24 299 119 173 140 34

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 295 0 - 0 556 210
Stage 1 - - - - 209 -
Stage 2 - - - - 347 -
Critical Hdwy 4.11 - - - 6.46 6.2
Critical Hdwy Stg 1 - - - - 5.46 -
Critical Hdwy Stg 2 - - - - 5.46 -
Follow-up Hdwy 2.209 - - - 3.554 3.3
Pot Cap-1 Maneuver 1272 - - - 485 835
Stage 1 - - - - 816 -
Stage 2 - - - - 707 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1268 - - - 473 832
Mov Cap-2 Maneuver - - - - 473 -
Stage 1 - - - - 798 -
Stage 2 - - - - 705 -

Approach EB WB SB
HCM Control Delay, s 0.6 0 14.6

HCM LOS B

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1268 - - - 473 832
HCM Lane V/C Ratio 0.019 - - - 0.295 0.041
HCM Control Delay (s) 7.9 - - - 15.8 9.5
HCM Lane LOS A - - - C A
HCM 95th %tile Q(veh) 0.1 - - - 1.2 0.1
Existing+Project+PassBy - Tuesday (MD) Existing + Project + PassBy 2: N Main St & Madrid St /Harden Pkwy
Timing Plan: Tuesday (MD)
2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 106 102 165 263 97 164 154 697 201 184 683 65 Future Volume (veh/h) 106 102 165 263 97 164 154 697 201 184 683 65 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 0.98 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1841 1826 1856 1870 1841 1826 1767 1870 1856 1841 1870 Adj Flow Rate, veh/h 123 119 192 190 224 173 169 766 221 200 742 71 Peak Hour Factor 0.86 0.86 0.86 0.95 0.95 0.95 0.91 0.91 0.91 0.92 0.92 0.92 Percent Heavy Veh, % 3 4 5 3 2 4 5 9 2 3 4 2
Cap, veh/h 319 333 270 317 335 270 206 1222 393 240 1361 415 Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.12 0.25 0.25 0.14 0.27 0.27 Sat Flow, veh/h 1767 1841 1493 1767 1870 1505 1739 4823 1551 1767 5025 1532 Grp Volume(v), veh/h 123 119 192 190 224 173 169 766 221 200 742 71 Grp Sat Flow(s),veh/h/ln 1767 1841 1493 1767 1870 1505 1739 1608 1551 1767 1675 1532 Q Serve(g_s), s 6.0 5.5 11.8 9.6 10.9 10.4 9.2 13.7 12.1 10.7 12.3 3.4 Cycle Q Clear(g_c), s 6.0 5.5 11.8 9.6 10.9 10.4 9.2 13.7 12.1 10.7 12.3 3.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 319 333 270 317 335 270 206 1222 393 240 1361 415 V/C Ratio(X) 0.39 0.36 0.71 0.60 0.67 0.64 0.82 0.63 0.56 0.83 0.55 0.17 Avail Cap(c_a), veh/h 454 473 384 454 481 387 501 1735 558 509 1808 551 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.1 34.9 37.5 36.7 37.2 37.0 41.9 32.2 31.6 41.0 30.3 27.1 Incr Delay (d2), s/veh 0.8 0.6 3.5 1.8 2.3 2.5 7.9 0.5 1.3 7.4 0.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 2.5 4.5 4.3 5.1 4.0 4.4 5.3 4.6 5.1 4.9 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.8 35.5 40.9 38.5 39.5 39.5 49.8 32.8 32.9 48.4 30.7 27.3 LnGrp LOS D D D D D D D C C D C C
Approach Vol, veh/h 434 587 1156 1013
Approach Delay, s/veh 38.0 39.2 35.3 33.9
Approach LOS D D D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 19.3 30.7 23.7 17.6 32.4 23.5
Change Period (Y+Rc), s 6.1 6.1 6.1 6.1 6.1 6.1
Max Green Setting (Gmax), s 28.0 35.0 25.0 28.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 12.7 15.7 13.8 11.2 14.3 12.9 Green Ext Time (p_c), s 0.5 6.1 1.3 0.4 5.5 2.0
Intersection Summary
HCM 6th Ctrl Delay 35.9
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

Existing+Project+PassBy - Tuesday (PM) Existing + Project + PassBy 1: Madrid St & Northridge Driveway
Timing Plan: Tuesday (PM)
1: Madrid St & Northridge Driveway Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 3.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 28 299 285 143 107 25
Future Vol, veh/h 28 299 285 143 107 25
Conflicting Peds, #/hr 10 0 0 10 0 3
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 135 - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 78 78 96 96 86 86
Heavy Vehicles, % 0 5 6 0 3 0
Mvmt Flow 36 383 297 149 124 29

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 456 0 - 0 837 385
Stage 1 - - - - 382 -
Stage 2 - - - - 455 -
Critical Hdwy 4.1 - - - 6.43 6.2
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.2 - - - 3.527 3.3
Pot Cap-1 Maneuver 1115 - - - 335 667
Stage 1 - - - - 688 -
Stage 2 - - - - 637 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1104 - - - 318 659
Mov Cap-2 Maneuver - - - - 318 -
Stage 1 - - - - 658 -
Stage 2 - - - - 631 -

Approach EB WB SB
HCM Control Delay, s 0.7 0 21

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1104 - - - 318 659
HCM Lane V/C Ratio 0.033 - - - 0.391 0.044
HCM Control Delay (s) 8.4 - - - 23.4 10.7
HCM Lane LOS A - - - C B
HCM 95th %tile Q(veh) 0.1 - - - 1.8 0.1
Existing+Project+PassBy - Tuesday (PM) Existing + Project + PassBy 2: N Main St & Madrid St /Harden Pkwy
Timing Plan: Tuesday (PM)
2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 96 140 151 292 144 168 173 734 195 278 817 108 Future Volume (veh/h) 96 140 151 292 144 168 173 734 195 278 817 108 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 0.98 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1870 1870 1870 1870 1885 1870 1856 1900 1900 1811 1885 Adj Flow Rate, veh/h 99 144 156 230 260 177 197 834 222 299 878 116 Peak Hour Factor 0.97 0.97 0.97 0.95 0.95 0.95 0.88 0.88 0.88 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 2 2 2 1 2 3 0 0 6 1
Cap, veh/h 274 283 232 329 346 284 234 1237 387 337 1479 458 Arrive On Green 0.15 0.15 0.15 0.18 0.18 0.18 0.13 0.24 0.24 0.19 0.30 0.30 Sat Flow, veh/h 1810 1870 1535 1781 1870 1536 1781 5066 1584 1810 4944 1530 Grp Volume(v), veh/h 99 144 156 230 260 177 197 834 222 299 878 116 Grp Sat Flow(s),veh/h/ln 1810 1870 1535 1781 1870 1536 1781 1689 1584 1810 1648 1530 Q Serve(g_s), s 5.1 7.4 10.0 12.6 13.8 11.1 11.3 15.6 12.9 16.8 15.8 6.0 Cycle Q Clear(g_c), s 5.1 7.4 10.0 12.6 13.8 11.1 11.3 15.6 12.9 16.8 15.8 6.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 274 283 232 329 346 284 234 1237 387 337 1479 458 V/C Ratio(X) 0.36 0.51 0.67 0.70 0.75 0.62 0.84 0.67 0.57 0.89 0.59 0.25 Avail Cap(c_a), veh/h 433 447 367 426 447 367 477 1696 530 485 1655 512 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.8 40.8 41.9 39.9 40.3 39.3 44.4 35.8 34.7 41.5 31.2 27.8 Incr Delay (d2), s/veh 0.8 1.4 3.3 3.4 5.2 2.2 8.1 0.6 1.3 13.4 0.5 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 3.5 4.0 5.8 6.8 4.3 5.5 6.4 5.1 8.7 6.3 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.6 42.2 45.2 43.3 45.5 41.5 52.4 36.4 36.1 54.9 31.7 28.1 LnGrp LOS D D D D D D D D D D C C
Approach Vol, veh/h 399 667 1253 1293
Approach Delay, s/veh 43.0 43.7 38.9 36.7
Approach LOS D D D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 25.6 31.6 21.9 19.8 37.4 25.4
Change Period (Y+Rc), s 6.1 6.1 6.1 6.1 6.1 6.1
Max Green Setting (Gmax), s 28.0 35.0 25.0 28.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 18.8 17.6 12.0 13.3 17.8 15.8 Green Ext Time (p_c), s 0.6 6.3 1.3 0.5 6.2 2.1
Intersection Summary
HCM 6th Ctrl Delay 39.4
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

Existing+Project+PassBy - Saturday (MD) Existing + Project+PassBy 1: Madrid St & Northridge Driveway
Timing Plan: Saturday (MD)
1: Madrid St & Northridge Driveway Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 4.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 19 329 224 189 161 34
Future Vol, veh/h 19 329 224 189 161 34
Conflicting Peds, #/hr 1 0 0 1 2 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 135 - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 91 91 94 94
Heavy Vehicles, % 0 1 2 0 2 0
Mvmt Flow 21 358 246 208 171 36

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 455 0 - 0 753 352
Stage 1 - - - - 351 -
Stage 2 - - - - 402 -
Critical Hdwy 4.1 - - - 6.42 6.2
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.2 - - - 3.518 3.3
Pot Cap-1 Maneuver 1116 - - - 377 696
Stage 1 - - - - 713 -
Stage 2 - - - - 676 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1115 - - - 369 695
Mov Cap-2 Maneuver - - - - 369 -
Stage 1 - - - - 699 -
Stage 2 - - - - 675 -

Approach EB WB SB
HCM Control Delay, s 0.5 0 20.7

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1115 - - - 369 695
HCM Lane V/C Ratio 0.019 - - - 0.464 0.052
HCM Control Delay (s) 8.3 - - - 22.9 10.5
HCM Lane LOS A - - - C B
HCM 95th %tile Q(veh) 0.1 - - - 2.4 0.2
Existing+Project+PassBy - Saturday (MD) Existing + Project+PassBy 2: N Main St & Madrid St /Harden Pkwy
Timing Plan: Saturday (MD)
2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 134 156 201 309 114 199 217 888 198 244 842 120 Future Volume (veh/h) 134 156 201 309 114 199 217 888 198 244 842 120 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1870 1885 1885 1885 1870 1900 1811 1885 1885 1826 1885 Adj Flow Rate, veh/h 144 168 216 222 263 209 233 955 213 262 905 129 Peak Hour Factor 0.93 0.93 0.93 0.95 0.95 0.95 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 1 1 1 2 0 6 1 1 5 1
Cap, veh/h 315 326 273 322 338 279 269 1268 406 298 1364 431 Arrive On Green 0.17 0.17 0.17 0.18 0.18 0.18 0.15 0.26 0.26 0.17 0.27 0.27 Sat Flow, veh/h 1810 1870 1567 1795 1885 1556 1810 4944 1583 1795 4985 1574 Grp Volume(v), veh/h 144 168 216 222 263 209 233 955 213 262 905 129 Grp Sat Flow(s),veh/h/ln 1810 1870 1567 1795 1885 1556 1810 1648 1583 1795 1662 1574 Q Serve(g_s), s 7.8 8.9 14.4 12.6 14.5 13.9 13.7 19.4 12.6 15.5 17.6 7.1 Cycle Q Clear(g_c), s 7.8 8.9 14.4 12.6 14.5 13.9 13.7 19.4 12.6 15.5 17.6 7.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 315 326 273 322 338 279 269 1268 406 298 1364 431 V/C Ratio(X) 0.46 0.52 0.79 0.69 0.78 0.75 0.87 0.75 0.52 0.88 0.66 0.30 Avail Cap(c_a), veh/h 415 429 360 412 433 357 465 1588 508 461 1601 506 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.4 40.8 43.1 41.9 42.6 42.4 45.3 37.3 34.8 44.4 35.1 31.3 Incr Delay (d2), s/veh 1.0 1.3 8.6 3.4 6.7 6.4 8.2 1.6 1.1 11.7 0.8 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 4.2 6.2 5.9 7.3 5.8 6.7 7.9 4.9 7.8 7.1 2.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.4 42.1 51.7 45.2 49.3 48.7 53.5 38.9 35.8 56.1 35.9 31.7 LnGrp LOS D D D D D D D D D E D C
Approach Vol, veh/h 528 694 1401 1296
Approach Delay, s/veh 45.8 47.8 40.9 39.6
Approach LOS D D D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 24.2 34.1 25.1 22.3 35.9 25.6
Change Period (Y+Rc), s 6.1 6.1 6.1 6.1 6.1 6.1
Max Green Setting (Gmax), s 28.0 35.0 25.0 28.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 17.5 21.4 16.4 15.7 19.6 16.5 Green Ext Time (p_c), s 0.6 6.3 1.5 0.5 6.1 2.0
Intersection Summary
HCM 6th Ctrl Delay 42.3
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

Existing Conditions - Tuesday (MD) Existing Condition
2: N Main St & Madrid St /Harden Pkwy Timing Plan: Tuesday (MD) 2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 94 105 160 183 185 176 137 778 224 202 753 43 v/c Ratio 0.45 0.48 0.50 0.63 0.61 0.43 0.56 0.63 0.42 0.65 0.51 0.08 Control Delay 52.1 52.5 13.2 50.5 49.7 9.9 52.3 35.6 10.6 50.4 30.7 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.1 52.5 13.2 50.5 49.7 9.9 52.3 35.6 10.6 50.4 30.7 0.3 Queue Length 50th (ft) 55 61 0 110 111 0 80 153 17 117 138 0 Queue Length 95th (ft) 122 134 55 232 233 63 174 256 92 237 230 0 Internal Link Dist (ft) 859 750 3293 241
Turn Bay Length (ft) 225 130 265 245 145 265 145
Base Capacity (vph) 473 493 525 449 463 533 520 1799 693 530 1931 664 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.20 0.21 0.30 0.41 0.40 0.33 0.26 0.43 0.32 0.38 0.39 0.06 Intersection Summary
Existing Conditions - Tuesday (PM) Existing Condition
2: N Main St & Madrid St /Harden Pkwy Timing Plan: Tuesday (PM) 2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 82 136 137 224 228 179 178 842 224 301 886 97 v/c Ratio 0.36 0.58 0.44 0.73 0.72 0.42 0.66 0.66 0.42 0.79 0.58 0.18 Control Delay 53.1 59.3 12.8 60.4 59.2 9.7 59.2 41.2 12.9 59.9 35.5 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.1 59.3 12.8 60.4 59.2 9.7 59.2 41.2 12.9 59.9 35.5 4.1 Queue Length 50th (ft) 57 98 0 166 168 0 128 208 29 211 199 0 Queue Length 95th (ft) 115 177 59 #296 295 64 214 279 100 #387 296 27 Internal Link Dist (ft) 859 750 3293 241
Turn Bay Length (ft) 225 130 265 245 145 265 145
Base Capacity (vph) 420 433 463 391 404 498 461 1641 632 470 1687 598 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.20 0.31 0.30 0.57 0.56 0.36 0.39 0.51 0.35 0.64 0.53 0.16 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Existing Conditions - Saturday (MD) Existing Condition
2: N Main St & Madrid St /Harden Pkwy Timing Plan: Saturday (MD) 2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 114 154 185 214 220 213 201 968 216 266 917 99 v/c Ratio 0.46 0.60 0.50 0.72 0.72 0.48 0.69 0.73 0.41 0.77 0.61 0.18 Control Delay 54.8 59.5 11.7 61.4 61.2 9.9 60.2 43.0 16.1 61.7 37.8 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.8 59.5 11.7 61.4 61.2 9.9 60.2 43.0 16.1 61.7 37.8 4.6 Queue Length 50th (ft) 84 116 0 165 170 0 151 244 41 198 215 0 Queue Length 95th (ft) 151 197 67 285 291 70 247 347 125 325 323 30 Internal Link Dist (ft) 859 750 3293 241
Turn Bay Length (ft) 225 130 265 245 145 265 145
Base Capacity (vph) 411 424 499 387 397 517 461 1563 598 456 1662 595 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.28 0.36 0.37 0.55 0.55 0.41 0.44 0.62 0.36 0.58 0.55 0.17 Intersection Summary
Existing+Project+PassBy - Tuesday (MD) Existing + Project + PassBy 2: N Main St & Madrid St /Harden Pkwy
Timing Plan: Tuesday (MD)
2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 123 119 192 188 191 173 169 766 221 200 742 71 v/c Ratio 0.52 0.48 0.52 0.64 0.63 0.43 0.61 0.63 0.42 0.65 0.55 0.14 Control Delay 52.8 51.2 12.1 52.4 51.5 10.1 52.9 37.2 10.8 51.9 34.3 1.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.8 51.2 12.1 52.4 51.5 10.1 52.9 37.2 10.8 51.9 34.3 1.2 Queue Length 50th (ft) 72 70 0 113 115 0 99 154 16 117 143 0 Queue Length 95th (ft) 154 148 58 247 248 64 211 262 91 241 244 5 Internal Link Dist (ft) 433 750 3293 399
Turn Bay Length (ft) 225 130 265 245 145 265 145
Base Capacity (vph) 464 484 542 441 456 524 510 1766 684 520 1869 646 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.27 0.25 0.35 0.43 0.42 0.33 0.33 0.43 0.32 0.38 0.40 0.11 Intersection Summary
Existing+Project+PassBy - Tuesday (PM) Existing + Project + PassBy 2: N Main St & Madrid St /Harden Pkwy
Timing Plan: Tuesday (PM)
2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 99 144 156 227 232 177 197 834 222 299 878 116 v/c Ratio 0.42 0.59 0.46 0.73 0.72 0.41 0.68 0.67 0.42 0.80 0.61 0.22 Control Delay 54.0 59.2 12.3 60.7 59.6 9.7 59.4 41.9 12.8 60.8 37.6 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.0 59.2 12.3 60.7 59.6 9.7 59.4 41.9 12.8 60.8 37.6 6.9 Queue Length 50th (ft) 71 106 0 169 173 0 144 210 29 215 206 0 Queue Length 95th (ft) 135 185 62 #312 #306 64 233 278 98 #386 301 44 Internal Link Dist (ft) 433 750 3293 399
Turn Bay Length (ft) 225 130 265 245 145 265 145
Base Capacity (vph) 418 431 476 389 403 495 459 1632 630 468 1643 585 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.24 0.33 0.33 0.58 0.58 0.36 0.43 0.51 0.35 0.64 0.53 0.20 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Existing+Project+PassBy - Saturday (MD) Existing + Project+PassBy 2: N Main St & Madrid St /Harden Pkwy
Timing Plan: Saturday (MD)
2: N Main St & Madrid St /Harden Pkwy Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 144 168 216 221 224 209 233 955 213 262 905 129 v/c Ratio 0.55 0.62 0.52 0.74 0.73 0.47 0.74 0.73 0.41 0.77 0.65 0.25 Control Delay 56.7 59.2 11.1 63.1 62.0 9.9 61.7 44.0 16.2 62.7 40.8 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.7 59.2 11.1 63.1 62.0 9.9 61.7 44.0 16.2 62.7 40.8 9.2 Queue Length 50th (ft) 108 128 0 173 175 0 178 249 41 199 227 5 Queue Length 95th (ft) 186 212 72 #298 298 71 286 345 123 322 323 58 Internal Link Dist (ft) 433 750 3293 399
Turn Bay Length (ft) 225 130 265 245 145 265 145
Base Capacity (vph) 407 420 519 383 393 511 455 1544 593 451 1590 574 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.35 0.40 0.42 0.58 0.57 0.41 0.51 0.62 0.36 0.58 0.57 0.22 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Focused Traffic Analysis Memo

Appendix C
Sample Sites’ Drive-Thru Queue Data (Post-COVID)

Vacaville Elk Grove Manteca Vacaville Elk Grove Manteca Vacaville Elk Grove Manteca Lunch
11:00-11:15 AM 5.7 2.8 1.4 7 4.0 3.0 10 6 3
11:15-11:30 AM 4.3 1.9 3.5 7.0 4.0 6.0 7 5 7
11:30-11:45 AM 6.9 2.7 1.9 9.0 4.0 2.9 10 5 4
11:45-12:00 PM 7.9 2.6 4.3 9.0 3.9 8.0 10 5 11
12:00-12:15 PM 9.1 10.1 11.8 10.0 13.0 12.9 10 14 14
12:15-12:30 PM 9.8 6.3 5.9 11.0 10.0 9.0 13 13 10
12:30-12:45 PM 14.5 4.4 12.1 15.0 6.0 15.9 17 8 16
12:45-1:00 PM 8.2 5.3 10.9 10.0 6.0 12.0 12 8 13
1:00-1:15 PM 6.5 5.2 5.3 9.9 7.9 8.0 11 8 8
1:15-1:30 PM 7.2 5.0 5.1 9.0 6.0 7.0 11 7 8
1:30-1:45 PM 6.9 7.2 4.2 9.9 8.0 8.0 11 9 9
1:45-2:00 PM 4.5 11.0 3.1 5.9 12.0 3.9 7 13 6
Highest Value 14.5 11.0 12.1 15.0 13.0 15.9 17 14 16
Dinner
4:00-4:15 PM 4.5 12.7 3.7 7.9 13.9 5.0 8 14 6
4:15-4:30 PM 7.3 12.1 4.7 8.0 13.9 5.9 10 15 9
4:30-4:45 PM 8.5 15.4 8.3 11.0 16.9 9.0 12 18 10
4:45-5:00 PM 7.8 14.3 5.1 10.0 16.9 7.0 10 18 9
5:00-5:15 PM 5.9 9.9 8.3 7.0 12.9 11.0 8 13 13
5:15-5:30 PM 5.5 5.7 10.6 8.9 7.9 12.0 9 8 14
5:30-5:45 PM 4.1 4.5 3.6 5.9 6.0 7.0 7 8 8
5:45-1:00 PM 7.6 4.2 3.9 9.9 6.0 6.9 10 6 9
6:00-6:15 PM 11.9 5.5 6.3 15.0 7.0 8.9 16 7 9
6:15-6:30 PM 12.1 10.7 12.7 13.9 15.0 15.0 17 16 17
6:30-6:45 PM 13.3 12.5 11.3 15.0 13.0 13.0 16 14 14
6:45-7:00 PM 6.9 14.7 11.6 8.0 16.0 13.9 9 17 15
Highest Value 13.3 15.4 12.7 15.0 16.9 15.0 17 18 17
Notes: 185th percentile = The queue will be less than the queue shown 85% of the time.

SUMMARY OF DRIVE-THROUGH QUEUEING DATA COLLECTION
AVERAGE, 85TH PERCENTILE, AND PEAK QUEUES
Average Queue 85th %-ile1 Queue Peak Queue
Number of Drive-through Vehicles in the Queue
Time Period

RAISING CANE'S - TYPICAL WEEKDAY (POST COVID)
Vacaville Elk Grove Manteca Vacaville Elk Grove Manteca Vacaville Elk Grove Manteca Lunch
11:00-11:15 AM 3.1 2.1 4.3 0 4.8 6.0 4 5 7
11:15-11:30 AM 4.9 3.3 3.0 7.0 4.0 4.0 8 4 5
11:30-11:45 AM 7.1 6.9 3.1 9.0 8.0 5.0 10 9 8
11:45-12:00 PM 10.0 1.9 4.9 11.0 2.9 6.0 12 4 7
12:00-12:15 PM 7.0 1.9 5.8 9.9 2.9 7.9 11 4 9
12:15-12:30 PM 3.4 2.1 7.7 4.9 3.0 9.0 6 4 10
12:30-12:45 PM 4.0 1.4 11.7 6.0 2.0 13.9 7 3 16
12:45-1:00 PM 9.1 3.1 11.1 11.9 5.0 13.0 15 5 14
1:00-1:15 PM 12.3 3.5 13.3 14.9 4.9 17.0 16 5 19
1:15-1:30 PM 15.5 5.0 13.9 20.6 7.0 17.0 22 11 18
1:30-1:45 PM 15.5 5.3 17.7 17.0 7.9 19.0 19 9 20
1:45-2:00 PM 11.4 7.4 17.7 13.9 9.0 19.9 15 10 21
Highest Value 15.5 7.4 17.7 20.6 9.0 19.9 22 11 21
Dinner
4:00-4:15 PM 14.6 16.5 16.8 15.0 17.9 17.0 16 18 18
4:15-4:30 PM 11.5 13.2 12.3 12.9 15.0 14.0 14 16 15
4:30-4:45 PM 14.0 8.6 12.2 15.0 10.9 13.9 16 12 14
4:45-5:00 PM 10.0 6.9 11.6 13.9 7.9 14.0 14 8 15
5:00-5:15 PM 5.0 2.5 11.3 6.0 3.9 15.9 9 5 17
5:15-5:30 PM 11.5 1.1 16.1 13.9 2.0 17.0 16 2 18
5:30-5:45 PM 15.9 1.7 13.1 17.0 3.9 20.0 17 4 22
5:45-1:00 PM 14.9 2.9 4.8 16.0 4.8 6.0 16 5 7
6:00-6:15 PM 14.0 2.7 8.8 15.9 4.9 12.0 18 6 12
6:15-6:30 PM 12.1 5.6 12.7 14.0 7.0 13.9 15 8 15
6:30-6:45 PM 18.1 4.2 13.9 19.0 7.0 15.0 20 8 16
6:45-7:00 PM 17.7 5.2 14.7 18.9 7.8 16.0 20 9 18
Highest Value 18.1 16.5 16.8 19.0 17.9 20.0 20 18 22
Notes: 185th percentile = The queue will be less than the queue shown 85% of the time.

SUMMARY OF DRIVE-THROUGH QUEUEING DATA COLLECTION

RAISING CANE'S - SATURDAY (POST COVID)
AVERAGE, 85TH PERCENTILE, AND PEAK QUEUES
Time Period
Number of Drive-through Vehicles in the Queue
Average Queue 85th %-ile1 Queue Peak Queue

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Focused Traffic Analysis Memo

Appendix D
Traffic Management Plan

DRIVETHRUDRIVETHRU
2YDRECYCLEBIN2YDWASTEBIN2YDWASTEBIN
2YDRECYCLEBIN2YDRECYCLEBIN2YDWASTEBIN
64 GALORGANICS64 GALORGANICS64 GALORGANICS

MADRID ST

N MAIN ST

INTERNAL ACCESS ROAD

CLEANAIR/VANPOOL/EVCLEANAIR/VANPOOL/EVCLEANAIR/VANPOOL/EV MobilePickup

NOPARKING

NOPARKING
MobilePickupMobilePickupDO NOT ENTER STOPDO NOT ENTER
STOP
K:\ORA_LDEV\Raising Cane's\197445011 - Salinas (Madrid & Main) 929\CADD\Exhibits\Traffic Management Plan\C0929_Salinas_Traffic Management Exhibit.dwg Layout1 Apr 28, 2023 10:09am by: Daniel.RoblesMADRID & MAINSALINAS, CARC0929 - SALINAS, CATITLE: PROJECT:LOCATION:

THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. COPYRIGHT KIMLEY-HORN AND ASSOCIATES, INC., 2020 JOB NUMBER:DATE:SHEET:
1974450111 OF 1555 CAPITOL MALL, SUIT 300 | SACRAMENTO, CA 95814PHONE: (916) 858-5800 | www.kimley-horn.com 4/28/2023 NORTH
17 CARS 15 CARS 13 CARS________ 45 CARS*DUAL DRIVE-THRU LANE OPERATIONS WITHIN SHOPPING CENTER1.QUEUING CAPACITY: 45 VEHICLES(BASED ON 20-FT VEHICLE SPACING)2.TWO (2) ORDER BOARDS WILL OPERATE AT ALL TIMES.3.CREWMEMBERS TAKING HAND-HELD TABLET ORDERS THAT HAVEBEEN DEPLOYED AS DESCRIBED IN PHASE 2 (SHEET 2) WILL CONTINUETO BE IN OPERATION.4.A CREWMEMBER WILL BE DEDICATED OUTSIDE BUT STATIONED ATTHE PICK-UP WINDOW. THIS CREWMEMBER WILL HAND THE FOOD TOPATRONS IN THE SECOND DRIVE-THRU LANE.5.A CREWMEMBER WILL BE STAGED AT THE DRIVE THROUGH ENTRANCEDIRECTING CUSTOMERS INTO EACH LINE TO DISTRIBUTE THE QUEUETO OPTIMIZE QUEUE STORAGE AND DRIVE-THROUGH EFFICIENCY.CREWMEMBER WILL DIRECT THE QUEUED VEHICLES TO ALLOW FORPARKED CARS TO PARK AND PULL OUT OF PARKING STALLS AS WELLAS LEAVE THE RAISING CANE'S RESTAURANT AREA.6.MOBILE ORDERS WILL BE REQUIRED TO USE THE DESIGNATED MOBILEORDER PICKUP STALLS LOCATED IN FRONT OF THE STORE.7.TAILGATE ORDERS, OR LARGE PARTY-SIZED ORDERS, WILL NOT BEPERMITTED FOR DRIVE-THROUGH CUSTOMERS.8.DURING PEAK-HOUR SHIFTS, RAISING CANE'S STAFF WILL BE DIRECTEDTO USE THE PARKING STALLS AT THE NW CORNER OF THE SITE SO ASTO LIMIT POTENTIAL CONFLICT WITH DRIVE-THRU QUEUE ANDPARKING PATRONS.

NOTES
LEGEND

TRAFFIC MANAGEMENTPLAN

Raising Cane’s (0969) - N. Main Street & Madrid Street, Salinas, CA Focused Traffic Analysis Memo

Appendix E
Queuing Calculations

APPENDIX E

DRIVE-THROUGH QUEUING ANALYSIS
Project: Raising Cane - Northridge Mall
Location: N. Main Street & Madrid Street, Salinas

INPUT VALUES
Variable Description Value
A = average number of vehicle arrivals per hour 1 74
S = service rate, number of vehicles per hour 87
I = traffic intensity, utilization factor = A/S 0.85
Q = queue capacity (vehicles) 34

FORMULAS
Average Length of Queue
Avg Q = A 2 / S(S-A) = I 2 / 1-I 4.64
Probability of Q Number of Vehicles in Queue
P(Q) = (I) Q (1-I) 0.0520%
Probability of Queue Exceeding Q Vehicles

0.2852%
1 For a worst-case analysis, 90% of the incoming 'Saturday Peak Hour of Generator' traffic is assumed to use the drive-thru and the remaining 10% park and eat.

Source: Institute of Transportation Engineers (ITE)
Transportation Planning Handbook, 3rd Edition
෍𝑃(𝑄)ொୀ௔ொୀ଴ ≥ 0.95
Main Madrid - Northridge Mall
Salinas - Raising Cane's
Queuing Analysis
Kimley-Horn and Associates, Inc.

May 2023

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CITY OF SALINAS

PLANNING COMMISSION REPORT

DATE: DECEMBER 6, 2023

TO: PLANNING COMMISSION

FROM: COURTNEY GROSSMAN, PLANNING MANAGER

BY: THOMAS WILES, SENIOR PLANNER

TITLE: PLANNED UNIT DEVELOPMENT PERMIT 2022 -001; SECOND AMENDMENT TO PLANNED UNIT DEVELOPMENT PERMIT 2014 -001
TO ADD A 1.651-ACRE BUILDING PAD, CONSTRUCT A 3,501 SQUARE-

FOOT RESTAURANT WITH A DRIVE -THROUGH, OUTDOOR
SEATING, 41 OFF-STREET PARKING SPACES, AND AN INCREASE IN

SIGN AREA LOCATED AT THE NORTHRIDGE MALL SHOPPING
CENTER AT 1700 NORTH MAIN STREET IN THE COMMERCIAL

RETAIL (CR) ZONING DISTRICT

RECOMMENDED MOTION:

A motion to approve a Resolution recommending that the City Council find the project categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332 and approve Planned Unit Development Permit 2022-001 to add a new 1.651-acre building pad, construct a 3,501 square-foot restaurant with a drive -through, outdoor seating, 41 off-street parking spaces, and an increase in maximum sign area of 87.6 square -feet above the maximum allowed 149.48 square-feet for a total of 237.08 square-feet of sign area located at the Northridge Mall Shopping Center at 1700 North Main Street.

EXECUTIVE SUMMARY:

Kimley Horn, on behalf of Raising Cane’s, has applied for a Second Amendment to Planned Unit Development Permit 2014-004 (PUD 2014-001) to add a new 1.651-acre building pad construct a 3,501 square-foot restaurant with a drive -through, outdoor seating, 41 off -street parking spaces, and an increase in sign area located at 1700 North Main Street in the Commercial Reta il (CR) Zoning District. Development at the Northridge Mall is regulated by PUD 2014-001.

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DISCUSSION:

Background:

Kimley Horn on behalf of Raising Cane’s is requesting approval of a Second Amendment to Planned Unit Development Permit 2014-001 (PUD 2014-001) to add a 1.651-acre building pad to construct a 3,501 square-foot restaurant with a drive-through, outdoor seating, 41 off-street parking spaces, and an increase in sign area. The project site is located on a 1.651-acre lease area portion of APN: 253-201-054-000 which consists of approximately 10.221-acres located at the Northridge Mall Shopping Cente r located at the northwest corner of North Main Street and Madrid Street .

The parcel is currently owned by Ethan Conrad Properties.

Access to the site is from an existing driveway onto Madrid Street as well as through the internal drive aisles within the Northridge Mall. The project consists of a restaurant with a pair of 12-car long drive-through lanes, 41 off -street parking spaces (including two (2) accessible parking spaces), indoor seating, and outdoor seating located along the front and corner side yards. The proposed structure height would be 23-feet, 6-inches (23’-6”) and the exterior consists of cement stucco, wood, and metal paneling, with a stone base and articulation, similar to the nearby Panera Bread and Chick -Fil-A pad restaurants. As a part of the proposed Second Amendment to PUD 2014-001, the Applicant is requesting approval to exceed the maximum allowed sign area and waive a requirement to construct a landscape island along the western portion of the parking lot (see Analysis below).

Northridge Mall consists of 12 individual lots totaling approximately 93.74 -acres (4,08 3,410 square-feet) located in the Commercial Retail (CR) District. The property is located in the Commercial Retail (CR) Zoning District. The following provides an overview of the land uses and zoning districts adjacent to the project site:

Per City records, the Mall was originally authorized by Planned Unit Development Permit 1969- 006 (PUD 1969-006) and related Amendments One and Two. Planned Unit Development Permit 1978-008 (PUD 1978-008) was approved by the City Council on January 15, 1979 , and again on May 14, 1979 , to clarify technical changes in the wording. Planned Unit Development Permit 1978-008 superseded the original Planned Unit Development Permit 1969-006 a nd related Amendments One and Two and approved the Phase Two expansion of the mall, including the addition of the former Sears store and an expansion to the former Mervyns store.

Planned Unit Development Permit 2014 -001 (PUD 2014 -001), which amended Plan ned Unit Development Permit 1978-008, was approved by the City Council on April 14, 2015. The project Page | 3

approved by PUD 2014-001 consisted of several phases. One of the phases included development of five (5) new commercial pads : four (4) along North Main Street and one (1) along the U.S.

Highway 101 frontage. Another phase of PUD 2014-001 included the addition of approximately 48,337 square feet of retail space to accommodate the relocation of J.C. Penney, which occurred a few years ago. Currently, two of the four pads along North Main Street have been developed with Panera Bread and Chick-Fil-A. The two remaining pads have had requests for development from Starbucks and In-N-Out Burger, but development on those two pads has yet to occur. There are currently no requests for development of the fifth pad located along U.S. Highway 101. The proposed Second Amendment to PUD 2014 -001 includes creation of a sixth commercial pad located at the northwest corner of North Main Street and Madrid Street south of the current Big 5 Sporting Goods store (see Vicinity Map).

A First Amendment to PUD 2014 -001 was approved by the City Council on January 22, 2019, which authorized development of an LED reader board sign located along US 101 and installation of a new 17-foot-high sign shaped as a bowling pin for Round One (PUD 2018 -001). The reader board sign has yet to be built. Round One was authorized by Conditional Use Permit (CUP 2018- 001), which included reuse of approximately 53,500 square feet of the former JC Penney retail area for a Commercial Recreation use consisting of a bowling alley, arcade, billiards, dining area with on-sale alcohol sales of beer and wine (Type 41 ABC license).

Analysis:

Restaurant with a drive-through:

Per Zoning Code Section 37 -30.200, Table 37 -30.90, r estaurants with a drive -throughs are permitted in the CR District with a Site Plan Review (SPR). However, since the Northridge Mall Shopping Center is governed by Planned Unit Development Permit 2014 -001 (PUD 2014 -001), an Amendment to the PUD is required.

Per Zoning Code Section 37 -60.1030, the following findings for Planned Unit Development Permits are required to be established (refer to the findings contained in the draft Resolution):

(a) The location of the Planned Unit Development is in accord with the objectives of this Zoning Code and the purposes of the district in which the site is located;

Page | 4

The proposed development can be found to be in accord with the Zoning Code and the purposes of the Commercial Retail ( CR) District. Per Zoning Code Section 37 -30.190(k)(3), one of the purposes of the CR District is to provide areas for a wide range of commercial uses, such as the proposed restaurant with a drive-through.

The proposed restaurant with a drive-through would include 41 off-street parking spaces, with two (2) accessible spaces on the project site. Condition No. 12 of PUD 2014-001 requires a minimum of 5,229 off-street parking spaces for the entire shopping center. Currently, a total of 5,288 off- street parking spaces are available for the entire shopping center. Therefore, the project conforms with the minimum Zoning Code requirement to provide off-street parking. Queuing area for the two adjacent drive-through lanes is 12 vehicles, which exceeds the minimum required five (5) cars.

Proposed colors, materials, and design of the proposed structure are in compliance with those for the Northridge Mall . The proposed project includes a nine (9) foot, one (1) inch (9’ -1”) high recycling and solid waste enclosure and a 12-foot-high standalone canopy above two (2) menu boards.

Landscaped islands are proposed within the interior of the parking lot and a tree line along the eastern side of the driveway entrance at Madrid Street ; however, the project does not include a landscaped island for every five (5) spaces along the west side of the parking lot pursuant to Zoning Code Section 37-50.690(g)(4). The omission of the planter can be considered as a deviation and is being requested by the Applicant to allow for additional off -street parking. Staff support s the proposed deviation as a part of the PUD process because the parking lot landscaping will include 13 trees, which exceeds the minimum required 8 trees (41 parking spaces/5), 22.9% of the project site (Lease Area) will be landscaped and landscaping along the North Main Street and Madrid Street frontages will be retained and enhanced and additional trees will be located along the driveway entrance at Madrid Street and in the northern portion of the Lease Area.

Signs:

The project includes a vast amount of sign area, which is calculated to be approximately 2.5 times the allowable sign area. The project plans refer to the signs as “works of art” as illustrated in Exhibit R attached to the draft PUD. Per Zoning Code Section 37-50.540, “Sign or Signage” is defined as the following:

“Sign or Signage. A visual communications device used to convey a message to its viewers. A sign shall mean and include every advertising message, announcement, declaration, insignia, color, s urface, or space erected or maintained in view of the observer thereof for identification, advertisement, or promotion of the interests of any person, entity, product, or service. ”
Page | 5

In addition, per Zoning Code Section 37-50.390, the following are the purposes of the Salinas Sign Ordinance:

(a) Implement the City's community design and safety standards as set forth in the General Plan;
(b) Maintain and enhance the City's appearance b y regulating the design, character, location, number, type, quality of materials, size, illumination, and maintenance of signs;
(c) Protect and improve pedestrian and vehicular traffic safety by balancing the need for signs which facilitate the safe and sm ooth flow of traffic (e.g., traffic directional signs) without an excess of signage which may distract motorists, overload their capacity to quickly receive information, visually obstruct traffic the signs, or otherwise create congestion and safety hazards ; (d) Eliminate the traffic safety hazards to pedestrians and motorists posed by off -site signs bearing commercial messages;
(e) Generally, limit commercial signage to on -site locations in order to protect the aesthetic environment from the visual clutter associated with the unrestricted proliferation of signs, while providing channels of communication to the public; (f) Allow the communication of information for commercial and noncommercial purposes without regulating the content of noncommercial messages; (g) Allow the expression of political, religious, and other noncommercial speech at all times and allow for an increase in the quantity of such speech in the period preceding elections;
(h) Respect and protect the right of free speech by sign display, wh ile reasonably regulating the structural, locational, and other noncommunicative aspects of signs, generally for the public health, safety, welfare, and, specifically, to serve the public interests in traffic and pedestrian safety and community aesthetics; (i) Minimize the possible adverse effects of signs on nearby public and private property;
(j) Serve the City's interests in maintaining and enhancing its visual appeal for tourists and other visitors, by preventing the degradation of visual quality which can result from excess signage;
(k) Defend the peace and tranquility of residential zones and neighborhoods by prohibiting commercial signs on private residences, while allowing residents the opportunity, within reasonable limits, to express political, rel igious, and other noncommercial messages from their homes; and
Page | 6

(l) Enable the fair, consistent, and efficient enforcement of the sign regulations of the City.

The Applicant is requesting to exceed the maximum allowed sign area to allow for typical advertising signs and additional “works of art” signs. Per the Zoning Code, sign area is calculated as 1.25 sf. for each one (1) foot of occupancy frontage (maximum of 2 frontages may be calculated). Per the Applicant, there is 119.58 lineal -feet of occupancy frontage , which would allow for a maximum sign area of 149.48 square -feet for the proposed project (119.58 x 1.25 = 149.48 sf.). Per the attached proposed sign area calculations for the project , 70 square-feet of typical sign area is proposed, consisting of four (4) 2’-10” x 6’ logo wall signs (70 sf.) , which is within the maximum allowed 149.48 square -feet of sign area. The Applicant is requesting approval of the following four (4) exterior “works of art” signs:

1. Painted Heart Mural (69.87 sf.)

2. Red “1” Tower (129.25 sf.)

3. Painted Flame Arrow Mural (62.42 sf.)

4. Custom Salinas Artwork (32 sf.)

The proposed artwork signs total 293.54 square-feet, which exceeds the maximum allowed sign area by 144.06 square-feet, a 96% increase. In addition, when totaled with the proposed sign area (70 sf. + 293.54 sf.), it equals 363.54 square-feet, a 143% increase, or 2.4 times greater than than the maximum allowed 149.48 square-feet.

The artwork cannot be considered a mural as defined by Zoning Code Section 37-50.150 based on the following definition of a mural:

The First Amendment to PUD 2014-001 (PUD 2018-001) allowed a Commercial Recreation and Entertainment use (Round One) to install a 17-foot-high non-illuminated freestanding sign with a maximum diameter of 56-inches shaped as a bowling pin to be located adjacent to east side of the Northridge Mall near the entrance of their approved use at 1600 Northridge Mall. Round One requested the sign to advertise the commercial recreation use similar to other locations. The 17- foot-high sign did not exceed the maximum allowed 20-foot freestanding sign height, but the 79.3 square-feet of sign area exceeded the maximum allowed freestanding sign area of 50 square-feet, a 58.6% increase . The bowling pin sign was approved by the City Council because it was established that the unique design will not be detrimental to the surrounding neighborhood , will Page | 7

provide a superior design in comparison to strictly required freestanding sign regulations , and would not be detrimental to the surrounding neighborhood since it would be located adjacent to the Northridge Mall entrance and not along the North Main Street frontage.

The Master Sign Plan for the Northridge Mall Shopping Center limits exterior signs for the mall and the northern Convenience Center to those with either exterior access or a minimum of 20,000 square-feet of gross floor area if they do not have exterior access. Maximum allowed sign area for both the existing Panera Bread and Chick -Fil-A comply with maximum allowed sign area.

Allowing t he proposed 363.54 square -foot sign area for the subject Raising Can e’s restaurant would result in an economic and competitive advantage over similar adjacent commercial uses and contribute to visual clutter to the community.

Staff recommends that the proposed Raising Cane’s restaurant be allowed a 58.6% increase in maximum allowed sign area based on the Council’s action regarding the Round One freestanding sign as referenced above. A maximum sign area of 237.08 square -feet would be allowed, which is 87.6 square-feet above the maximum 149.48 square-feet allowed. For any subsequent Sign Permit, the Applicant or suc cessor-in-interest, would need to choose which of the proposed artwork signs would comply with the terms and conditions of the PUD Amendment.

Findings:

The Planning Commission may recommend City Council approval of an application for an Amendment to Plan ned Unit Development Permit 2022 -001 if all the findings set forth in the attached proposed Planning Commission Resolution are established.

CEQA CONSIDERATION:

The environmental impacts of the project have been analyzed in accordance with the California Environmental Quality Act (CEQA). The proposed project is categorically exempt (Class 32) from further environmental analysis per CEQA Guidelines Section 153 32 (In-Fill Development Projects). The project site consists of the 1.651-acre “Lease Area” within APN: 253-201-054-000, which is less than five (5) acres. The project site is served by existing utilities and public services and approval of the project does n ot result in any significant effects relating to traffic, noise, air quality or water quality.

TIME CONSIDERATION:

The project was deemed complete on November 29, 2023. Final action is required within 60-days by January 29, 2024, pursuant to the Permit Streamlining Act.

ALTERNATIVES AVAILABLE TO THE COMMISSION:

The Planning Commission has the following alternatives:

Page | 8

1. Affirm the findings set forth in the attached Resolution and approve Planned Unit Development Permit 2022-001 with modifications; or

2. Find that the proposal is not appropriate and establish findings at the public hearing stating the reasons for not approving Planned Unit Development Permit 2022-001.

ATTACHMENTS:

Proposed Planning Commission Resolution
Draft PUD 2022-001 approval document with the following exhibits:

Exhibit “A” - Vicinity Map
Exhibit “B” – Preliminary Site Plan (Sheet C1.0)
Exhibit “C” – Preliminary Site Details (Sheet C1.1)
Exhibit “D” – Preliminary Grading Plan (Sheet C2.0)
Exhibit “E” – Preliminary Utility Plan (Sheet C3.0)
Exhibit “F” – Preliminary Parking Exhibit (Sheet C4.0)
Exhibit “G” – Preliminary Storm Control Plan (Sheet C5.0) Exhibit “H” – Preliminary Erosion Control Plan (Sheet C6.0) Exhibit “I” – Preliminary Erosion Control Details (Sheet C6.1) Exhibit “J” – Sign Sitemap (Page 2)
Exhibit “K” –South and East Exterior Elevations (Page 7) Exhibit “L” –North and West Exterior Elevations (Page 8) Exhibit “M” – Floor Plan (Sheet A1.10)
Exhibit “N” – Trash Enclosure detail
Exhibit “O” – Legal Description for Lease Area (Exhibit “A”) Exhibit “P” – Map of Lease Area (Exhibit “B”)
Exhibit “Q” – Primary sign (Page 9)
Exhibit “R” – “One Love Heart” sign (Page 12)
Exhibit “S” – Directional arrow sign (Page 13)
Exhibit “T” – Custom artwork sign (Page 14)
Exhibit “U” – Drive Thru Menu Board (Page 17)
Exhibit “V” – Pre-sell board sign (Page 18)
Exhibit “W” – Conceptual Landscape Plan (Sheet L0.1)
Exhibit “X” – Engineer’s Report dated November 16, 2023 Surrounding site photos
Raising Cane’s proposed sign area calculations

Cc: Kimley Horn, Applicant
Ethan Conrad Properties, Property Owner
Lester Tucker, LTD Development Corp.

Seritage SRC Finance, LLC

I:\ComDev\Planning Share Space\Planned Unit Developments\PUD 2022-001 (1700 N Main St)\PUD 2022-001 PC Staff Report.docx

City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-002, Version: 1
Quarterly General Plan Update
Receive and accept the quarterly General Plan report and provide comments.

City of Salinas Printed on 1/5/2024Page 1 of 1
powered by Legistar™

Page | 1

CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: JANUARY 9, 2024
DEPARTMENT: COMMUNITY DEVELOPMENT DEPARTMENT
FROM: LISA BRINTON, DIRECTOR
THROUGH: GRANT LEONARD, PLANNING MANAGER

BY: JONATHAN MOORE, SENIOR PLANNER
TITLE: QUARTERLY GENERAL PLAN UPDATE

RECOMMENDED MOTION:

Receive quarterly General Plan Update and provide comment.

EXECUTIVE SUMMARY:

Work on the Visión Salinas 2040 General Plan Update during the fourth quarter of 2023 included adopting the 2023-2031 Housing Element, reviewing initial draft General Plan policies with the Steering Committee , and continuing Climate Action Plan engagement . The adopted Housing Element was submitted to the California Department of Housing and Community Development (HCD) on Tuesday, December 12 th, meeting the December 15 th deadline. In 2024, the focus will be on continuing public engagement, drafting General Plan content, and completing the required environmental analysis. Adoption of the General Plan is anticipated by the end of 2024.

BACKGROUND:

Housing Element Adoption and Submittal

The 2023 -2031 Housing Element was submitted to HCD on December 12, 2023, following adoption by City Council on December 5. This major accomplishment was the result of intense work and community engagement over the past year, including releasing three revised drafts between September and November 2023 to respond to HCD and Planning Commission comments.

The State has 60 days from submittal to review the adopted Housing Element and pr ovide comments. The final deadline for Certification of the Housing Element is April 15, 2024.

General Plan and Climate Action Plan Fall 2023 Engagement

Another area of focus this fall was completing the review of over 250 initial draft goals, policies, and actions from all eleven (11) proposed elements (see Table 1) with the Steering Committee.

Page | 2
These draft policies reflect the previous two years of community engagement and the incorporation of priorities from recently approved planning efforts. Staff is incorporating recommendations from the Steering Committee and preparing for citywide engagement next year, as discussed more below. Staff has also continued engagement related to the Climate Action Plan, conducting seven pop-ups, promoting an online survey, and presenting to North Salinas High School students.

Table 1: Pillars and Elements of the General Plan

Pillars Built Environment Environment and
Sustainability
Socioeconomic
Systems
Elements  Land Use and
Infrastructure
 Community
Design
 Housing
 Circulation
 Noise
 Conservation
& Open Space
 Environmental
Safety
 Health and
Environmental
Justice
 Economic
Development
 Public Safety
 Arts, Culture,
and Youth
Bold = State-mandated element

General Plan Community Engagement and Review in 2024

The GPU Engagement and Review Strategy Memo (Attachment 1) outlines an intense engagement and drafting schedule for completion of the General Plan Update, Climate Action Plan, and Environmental Impact Report (EIR) in 2024. The early months of 2024 will focus on topic and stakeholder-specific engagement. This includes targeted land use outreach to businesses in areas of change, a Transportation Open House , and a second Climate Action Webinar. Staff and consultant teams will also work on drafting content for a spring General Plan Open House and the release of public review drafts of the General Plan by June 2024.

Public review drafts of the Climate Action Plan and the EIR are likely to trail by a couple of months to August 2024 due to the need to include analysis of topic specific technical studies (Water Supply Assessments) and the completed draft General Plan. Following the mandatory 45 -day EIR comment period and revisions based on comments received, the City could start the adoption process late fall of 2024.

The Community Outreach and Review Strategy also includes multiple study sessions with the City Council and Planning Commission throughout the year to address key areas of interest and importance. Council member collaboration with staff will be critical to identify these areas of interest, as well as using their networks to promote engagement opportunities.

CEQA CONSIDERATION:

Not a Project . The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

Page | 3
In addition, CEQA Guidelines Section 15061 includes the general rule that CEQA applies only to activities which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. Because the proposed action and this matter have no potential to cause any effect on the environment, or because it falls within a category of activities excluded as projects pursuant to CEQA Guidelines section 15378, this matter is not a project. Because the matter does not cause a direct or foreseeable indirect physical change on or in the environment, this matter is not a project. Any subsequent discretionary projects resulting from this action will be assessed for CEQA applicability.

STRATEGIC PLAN INITIATIVE:

Because the General Plan acts as the City’s guiding document for future growth and development, it will help meet all City Council Strategic Goals , and is aligned with improving economic development, affordable housing, sustainability, and public safety. The General Plan Update itself is specifically reflected as an objective under Effective and Culturally Responsive Government.

Adopting a Climate Action Plan is also an objectiv e under Infrastructure and Environmental Sustainability.

DEPARTMENTAL COORDINATION:

Community Development Department (CDD) staff is working with Public Works, Library and Community Services, Police, and Fire staff to review draft policies and documents to ensure internal consistency. CDD staff is also working closely with the City Attorney and their outside special counsel firm Meyers Nave on the development of the General Plan and related environmental documents.

FISCAL AND SUSTAINABILITY IMPACT:

There is no cost associated with receiving this update. However, t he General Plan update is estimated to cost approximately $3.4 million dollars. The City secured $1.1 in grant fund ing through the Local and Regional Early Action entitlement grants and a Su stainable Agricultural Land Conservation grant to support the General Plan update. Spend down of these grants will be complete by March 2024. Additional funding for the General Plan update comes from the General Plan Fund (2513), formerly CIP 9701, which i s funded by the General Plan/Zoning Maintenance Fee. There is currently approximately $2.6 million available in the General Plan Fund (2513) to support the General Plan update and associated EIR and Zoning Code update.

ATTACHMENTS:

1. GPU Community Engagement and Review Strategy Memo

MEMORANDUM

DATE: January 9, 2024

TO: City Council

FROM: Lisa Brinton, Director

THROUGH: Grant Leonard, Planning Manager

BY: Monica Gurmilan, Senior Planner

SUBJECT: General Plan Update: Community Engagement and Review Strategy for 2024

General Plan: Outreach and Review

January Broad Engagement/Transportation
 1/9: City Council: Present Community Engagement and Review Strategy.  Transportation Outreach: Canvassing & surveys.

February Land Use Month
 2/1: Transportation Open House (Active Transportation, Circulation & Streetscape).  Land Use Engagement.
o Direct outreach to businesses in areas of change.
 Canvassing, emails, phone calls.
o Stakeholder meetings.

March Internal Policy Review and Climate Action Plan
 Climate Action Webinar (date to be determined)
 Administrative Draft General Plan released for internal departmental review.  3/12: City Council - GPU Quarterly Update, General Plan Annual Progress Report (APR) & Study Session.
 Release Zoning Code Update Request For Proposals.
 4/24: Steering Committee Meeting.

April Community Review
 Continued internal review of Administrative Draft.
 GPU Open House- Sherwood Hall (date to be determined).

 Stakeholder meetings.
 Steering Committee meeting.

May/June GPU and CAP Draft
 May: Prepare Public Review Draft General Plan.
 June: Release Public Review Draft General Plan.
 City Council – Quarterly Update/Study Session (date to be determined).

July Document Review
 Receive public comment on drafts and begin revisions.

August Environmental Impact Report (EIR)
 End of August: Draft Climate Action Plan and Draft General Plan EIR are released. Start of 45-day public comment period for EIR.

September EIR Continued/Study Session
 EIR Comment Period.
 Planning Commission Study Session (date to be determined).

October EIR Continued/Study Sessions
 EIR Comment Period Ends. Staff and consultants prepare edits and responses to comments.  Planning Commission Study Session (date to be determined).

November General Plan Update Adoption
 Start of adoption process.

December General Plan Update Adoption
 City Council consideration of adoption of General Plan Update

City Council
January 9, 2024
Quarterly Visión Salinas 2040
Update

Housing Element Submittal
 Sent to HCD December 12
 HCD has 60 days to comment
 Statutory certification deadline of April 15,
2024

Steering Committee Policy Review
• Reviewed more than 250 draft goals,
policies, and actions
• Drafted from engagement since 2021 and
existing planning documents
• Staff incorporating recommendations
and preparing for broader public review
Pillars Built Environment Environment and
Sustainability
Socioeconomic
Systems
Elements  Land Use and
Infrastructure
 Community
Design
 Housing
 Circulation
 Noise
 Conservation
& Open Space
 Environmental
Safety
 Health and
Environmental
Justice
 Economic
Development
 Public Safety
 Arts, Culture,
and Youth
Climate Action Plan Engagement
• 7 pop ups reaching over 370
• Online survey – 149 participants
• Presentations to North Salinas high
students

2024 Engagement and Review
• Topic and stakeholder specific
meetings early 2024
• Areas of land use change
• Transportation
• General Plan Open House in
Spring 2024
• City Council and Planning
Commission study sessions

Timeline
January- February March-April May-June July-August September - October
November-
December
• Start full General Plan
draft
• Transportation
canvassing/surveys
• 2/1: Transportation
Open House
• February – land use area
of change engagement
• Canvassing,
emails, calls
• Stakeholder
meetings
• Climate Action webinar
(date TBD)
• Administrative Draft
General Plan
• 3/12 – City Council GPU
quarterly update/study
session and state APR
• 4/24 General Plan
Steering Committee
• General Plan Open
House
• Release Zoning Code
RFP
• May – Prepare
Public Review
Draft General
Plan
• June – Release
Public Review
Draft General
Plan
• City Council
quarterly
update/study
session
• Receive public
comment on
General Plan
and begin
revisions
• Select Zoning
Code Update
consultant
• Release Public
Review Draft
EIR and CAP
• EIR 45-day
comment
period
• Planning
Commission
Study Session
• EIR response to
comments and
CAP revisions
• Planning
Commission
Study Session
• Final General
Plan, CAP and
EIR prepared
• Start adoption
process
Questions & Comments
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-003, Version: 1
City Council Committees/Regional Board Appointments
Approve the committees/regional board appointments for 2024.

City of Salinas Printed on 1/5/2024Page 1 of 1
powered by Legistar™

Page | 1

CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: JANUARY 9, 2024
DEPARTMENT: ADMINISTRATION
FROM: KIMBLEY CRAIG, MAYOR
BY: PATRICIA M. BARAJAS, CITY CLERK
TITLE: CITY COUNCIL COMMITTEES/REGIONAL BOARD

APPOINTMENTS

RECOMMENDED MOTION:

Approve the committees/regional board appointments for 2024.

EXECUTIVE SUMMARY:

Annually, and following an election, the M ayor is required to make appointment s to the City Council subcommittees and regional boards on which the City is represented. In January 2023, the City Council directed staff to annually ratify the appointments by action of the Council. This report is intended to present the City Council with the list of appointments for ratification. Appointment shall be made during the first meeting in January to ensure timely appointments and representation on all boards and committees.

BACKGROUND:

On January 10, 2023, the City Council requested the Mayor’s appointments to City Committees/Regional Board be ratified by the Council annually. Pursuant to Salinas City Code Section 2-1, Rule 2(c), the Mayor may make appointments to the Council Subcommittees and Regional Boards upon assuming office at a City Council meeting. Additionally, Section A.3 of the City Council Rules of Procedure and Order of Business, City Council Resolution 20742, also allows the Mayor to appoint City Council members to regional board or other legislative bodies on which the City Council is represented. Practice has been for the Mayor to consult with Councilmembers before making any changes in appointments.

On December 2022, Councilmembers Sandoval and Rocha further requested Council consider changes to Salinas Municipal Code and the City Council Rules of Procedure and Order of Business as they relate to the Mayor’s appointment authority, City Council meeting time, and the reestablishment of the Council Rules/Decorum Committee. The Council Rules/Decorum Committee comprised of Councilmember McShane and Sandova l met in the Spring of 2023 and recommended such changes which may only be done by an amendment to the Municipal Code and Page | 2
Resolution 20742. The Committee’s recommended changes will be scheduled for future Council consideration and will depend on the timing of any follow -up to City Council Strategic Planning process or as an independent Consideration item at an upcoming regular session of Council. Said item would also focus on Council norms and decorum.

Attached are the recomm ended appointments for 2024 as presented by Mayor Craig for Council approval. Also attached is Exhibit C – Regional Board Compensation and Exhibit D – Regional Board Attendance for reference.

CEQA CONSIDERATION:

Not a Project . The City of Salinas has d etermined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378

STRATEGIC PLAN INITIATIVE:

This report aligns with the City Council’s goal of Effective and Culturally Responsive Government (City of Salinas Strategic Plan 2022-2025) by ensuring the city is represented in and working collaboratively on City/County-wide regional boards.

DEPARTMENTAL COORDINATION:

The Mayor and the City Clerk coordinated on this Report.

FISCAL AND SUSTAINABILITY IMPACT:

There is no fiscal impact related to the City of Salinas committees/regional board appointments.

ATTACHMENTS:

Exhibit A – Council Appointments 2024 by Member
Exhibit B – Committee/Regional Board Appointments List
Exhibit C – Regional Board Compensation
Exhibit D – 2023 Attendance

DISTRICT 1 – Carla Gonzalez (11 appointments)
Regional Appointments (2 appointments – 1 appointment, 1 alternate)  Salinas Valley Solid Waste Authority
 Salinas Valley Basin Groundwater Sustainability Agency (Alt.) City Appointments (9 appointments)
 Education & Outreach Subcommittee
 Fireworks Subcommittee
 Cannabis Subcommittee
 State/Federal Legislative Subcommittee
 Litter & Debris Subcommittee
 EMS Greater Salinas Regional Council
 Soccer Complex Board
 Animal Shelter JPA
 SUBA (Alt.)
DISTRICT 2 – Tony Barrera (8 appointments)
Regional Appointments (3 appointments - 1 appointment, 2 alternate)  MST
 AMBAG (Alt.)
 Central Coast Community Energy (Alt.)
City Appointments (5 appointments)
 Rodeo Subcommittee
 EMS Greater Salinas Regional Council
 Animal Shelter JPA
 Police Activities League
 Car Club Subcommittee
DISTRICT 3 – Steve McShane (10 appointments)
Regional Appointments (3 appointments – 2 appointments, 1 alternate)  AMBAG (Exec. Committee)
 Central Coast Community Energy (CHAIR)
 Monterey County Convention & Visitors Bureau (Alt.)
City Appointments (7 appointments)
 Salinas Downtown Community Board
 Fireworks Subcommittee
 City/County MOU Subcommittee
 Litter Debris Subcommittee
 State/Federal Legislative Subcommittee
 Cannabis Subcommittee
 City Charter/Decorum Committee

DISTRICT 4 – Orlando Osornio (11 appointments)
Regional Appointments (2 appointments – 1 appointment, 1 alternate)  Monterey Bay Air Resources District
 Monterey Salinas Transit (Alt.)
City Appointments (9 appointments)
 Finance Subcommittee
 Housing & Land Use Subcommittee
 Salinas Downtown Community Board
 City/County MOU Subcommittee
 Rodeo Subcommittee
 EMS Greater Salinas Regional Council
 Cannabis Subcommittee
 SUBA
 Car Club Subcommittee
 Salinas Valley Solid Waste Authority (Alt)
DISTRICT 5 – Andrew Sandoval (9 appointments)
Regional Appointments (4 appointments – 2 appointments, 2 alternate)  TAMC
 Salinas Valley Solid Waste Authority
 Community Human Services (Alt.)
 Monterey One Water (Alt.)
City Appointments (5 city appointments)
 Housing & Land Use Subcommittee
 Litter & Debris Subcommittee
 City Charter Subcommittee
 Police Activities League

DISTRICT 6 – Anthony Rocha (11 appointments)
Regional Appointments (6 appointments – 3 appointments, 3 alternate)  Salinas Valley Solid Waste Authority (Chair?)
 Community Human Services
 Salinas Valley Basin Groundwater Sustainability Agency  Monterey Bay Air Resources District (Alt.)
 Coalition of Homeless Service Providers/Continuum of Care (Alt.)  TAMC (Alt.)
City Appointments (5 appointments)
 Finance Subcommittee
 Housing & Land Use Subcommittee (CHAIR)
 Education & Outreach Subcommittee
 Regional Soccer Complex Board (Alt.)
 Salinas Downtown Community Board

MAYOR – Kimbley Craig (10 appointments)
Regional Appointments (3 appointments)
 Coalition of Homeless Service Providers (REQUIRED/Mayor)  Monterey One Water
 Monterey County Convention & Visitors Bureau
City Appointments (7 appointments)
 CASP (REQUIRED/Mayor)
 Finance Subcommittee
 Fireworks Subcommittee
 City/County MOU
 State/Federal Legislative Subcommittee
 Rodeo Subcommittee
 Animal Shelter JPA
1/4/2024 Page 1

COMMITTEE/BOARD NAME CATEGORY REPRESENTATIVES
FINANCE STANDING COMMITTEE/BOARD Craig, Osornio, Rocha

HOUSING AND LAND USE/FUTURE GROWTH
AREA SUBCOMMITTEE STANDING COMMITTEE/BOARD Osornio, Rocha (CH), Sandoval EDUCATION AND OUTREACH SUBCOMMITTEE ADHOC COMMITTEES Gonzalez, Rocha

SALINAS DOWNTOWN COMMUNITY BOARD ADHOC COMMITTEES
McShane, Osornio, Rocha
FIREWORKS SUBCOMMITTEE ADHOC COMMITTEES Craig, Gonzalez, McShane STATE/FEDERAL LEGISLATIVE ADHOC COMMITTEES Craig, Gonzalez, McShane LITTER AND DEBRIS SUBCOMMITTEE ADHOC COMMITTEES Gonzalez, McShane, Sandoval RODEO ADHOC COMMITTEES Barrera, Craig, Osornio
EMS GREATER SALINAS REGIONAL COUNCIL ADHOC COMMITTEES Barrera, Gonzalez, Osornio

CANNABIS SUBCOMMITTEE
ADHOC COMMITTEES Gonzalez, McShane, Osornio
CITY CHARTER/DECORUM COMMITTEE ADHOC COMMITTEES McShane, Sandoval ANIMAL SHELTER JPA ADHOC COMMITTEES Barrera, Craig, Gonzalez CITY/COUNTY MOU SUBCOMMITTEE ADHOC COMMITTEES Craig, McShane, Osornio CAR CLUB SUBCOMMITTEE ADHOC COMMITTEES Barrera, Osornio

MONTEREY BAY AIR RESOURCES DISTRICT
(700

FORM) REGIONAL BOARD APPOINTMENTS
Osornio (Rocha, Alternate)

COALITION OF HOMELESS SERVICE

PROVIDERS/CONTINUUM OF CARE REGIONAL BOARD APPOINTMENTS Craig (Rocha, Alternate)

ASSOCIATION OF MONTEREY BAY AREA
GOVERNMENTS (700 FORM) REGIONAL BOARD APPOINTMENTS
McShane (Barrera, Alternate)

CENTRAL COAST COMMUNITY ENERGY
(FORMERLY MONTEREY BAY COMMUNITY
POWER) (FORM 700) REGIONAL BOARD APPOINTMENTS
McShane (Barrera, Alternate)
COMMUNITY HUMAN SERVICE (FORM 700) REGIONAL BOARD APPOINTMENTS Rocha (Sandoval, Alternate) MONTEREY ONE WATER (700 FORM) REGIONAL BOARD APPOINTMENTS Craig (Sandoval, Alternate)

MONTEREY COUNTY CONVENTION/VISITORS

BUREAU REGIONAL BOARD APPOINTMENTS
Craig (McShane, Alternate)

MONTEREY SALINAS TRANSIT/REGIONAL TAXI
AUTHORITY (MST/RTA) (700 FORM) REGIONAL BOARD APPOINTMENTS Barrera (Osornio, Alternate)
POLICE ACTIVITIES LEAGUE (PAL) REGIONAL BOARD APPOINTMENTS Barrera, Sandoval REGIONAL SOCCER COMPLEX BOARD REGIONAL BOARD APPOINTMENTS Gonzalez (Rocha, Alternate)

SALINAS VALLEY BASIN GROUNDWATER
SUSTAINABILITY AGENCY (FORM 700) REGIONAL BOARD APPOINTMENTS Rocha (Gonzalez, Alternate)

SALINAS VALLEY SOLID WASTE AUTHORITY
(SVSWA) (FORM 700) REGIONAL BOARD APPOINTMENTS
Gonzalez, Rocha, Sandoval
(Osornio, Alternate)
SALINAS UNITED BUSINESS ASSOCIATION REGIONAL BOARD APPOINTMENTS Osornio (Gonzalez, Alternate)

TRANSPORTATION AGENCY OF MONTEREY
COUNTY/RAIL POLICY COMMITTEE (TAMC) (700

FORM) REGIONAL BOARD APPOINTMENTS
Sandoval (Rocha, Alternate)
CITY COUNCIL COMMITTEE/REGIONAL BOARD APPOINTMENTS (RATIFIED xx/xx/xxxx) P:\CitClerk\COUNCIL SUBCOMMITTEE APPOINTMENTS.doc
Regional Board Compensation

Exhibit C - Compensation

Association of Monterey Bay Area Governments
 $50.00 per meeting
 Travel accommodations and mileage reimbursement for Board approved travel

Central Coast Community Energy
 $100.00 per meeting
 Reimbursable mileage for off-site meetings only

Community Human Services
 NONE

Monterey Bay Air District Board
 $100.00 per meeting
 Reimbursable mileage for in-person meeting

Monterey County Convention and Visitors Bureau (Nominated/Approved by Board)  NONE

Monterey One Water
 $100.00 per meeting
 Reimbursable mileage for in-person meetings

Monterey-Salinas Transit
 $100.00 per meeting
 Reimbursable mileage for in-person meetings

Salinas Valley Solid Waste Authority
 $100.00 per meeting

Salinas Valley Groundwater Sustainability Agency
 $100.00 per meeting
 Reimbursable mileage for in-person meetings

Transportation Agency for Monterey County
 $50.00 per meeting
 Reimbursable mileage for in-person meetings

Regional Board Compensation

Exhibit C - Compensation

Other Boards represented by Mayor per their Bylaws

Coalition of Homeless Service Providers/Continuum of Care  NONE

Local Agency Formation Commission
 Travel accommodations and mileage reimbursement for Board approved travel

Community Safety Alliance for Peace
 NONE

*Appointees have the option to decline stipend and reimbursements at their discretion Regional Board Appointee Attendance 2023

Exhibit D - Attendance
Association of Monterey Bay Area Governments

BOARD *Jan Feb Mar Apr May Jun *Jul Aug Sep Oct Nov *Dec Total McShane
(Salinas) - 1 1 0 1 1 - 0 0 0 1 - 5
Barrera
(Salinas Alt.) - 0 0 1 0 0 - 1 0 1 0 - 3
*Meeting cancelled/No meeting

Central Coast Community Energy

BOARD *Jan Feb *Mar *Apr May Jun *Jul *Aug Sep *Oct *Nov Dec Total McShane
(Salinas) - 1 - - 1 1 - - 2 - - 1 6
Barrera
(Salinas Alt.) - 0 - - 0 0 - - 0 - - 0 0
*Meeting cancelled/No meeting

Community Human Services

BOARD Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov *Dec Total Rocha
(Salinas) 0 1 0 0 0 0 0 1 0 0 0 - 2
Sandoval
(Salinas Alt.) 0 0 0 0 0 0 0 0 0 0 0 - 0
*Meeting cancelled/No Meeting

Monterey Bay Air District Board

BOARD Jan Feb *Mar Apr *May Jun *Jul Aug *Sep Oct *Nov Dec Total Osornio
(Salinas) 0 0 - 1 - 0 - 1 - 0 - 1 3
Rocha
(Salinas Alt.) 0 0 - 0 - 0 - 0 - 0 - 0 0
*Meeting cancelled/No Meeting

Monterey County Convention and Visitors Bureau

BOARD Jan *Feb *Mar Apr May Jun *Jul *Aug Sep Oct *Nov *Dec Total Craig
(Salinas) 1 - - 1 1 0 - - 1 1 - - 5
McShane
(Salinas Alt.) 0 - - 0 0 0 - - 0 0 - - 0
*Meeting cancelled/No Meeting

Regional Board Appointee Attendance 2023

Exhibit D - Attendance
Monterey One Water

BOARD Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov *Dec Total Craig
(Salinas) 1 1 1 1 2 2 2 1 2 2 1 - 16
Sandoval
(Salinas Alt.) 0 0 0 0 0 0 0 0 0 0 0 - 0
*Meeting cancelled/No meeting

Monterey-Salinas Transit

BOARD Jan Feb Mar Apr May Jun Jul *Aug Sep Oct Nov Dec Total Barrera
(Salinas) 1 1 1 1 1 2 1 - 1 1 1 1 12
Osornio
(Salinas Alt.) 0 0 0 0 0 0 0 - 0 0 0 0 0
*Meeting cancelled/No meeting

Salinas Valley Solid Waste Authority

BOARD Jan Feb Mar Apr May Jun *Jul Aug *Sep Oct Nov Dec Total Rocha
(Salinas) 1 1 1 1 1 1 - 1 - 1 1 1 10
Gonzalez
(Salinas) 1 1 1 1 1 0 - - 0 0 0 5
Sandoval
(Salinas) 1 1 1 1 1 1 - 1 - 1 1 1 10
*Meeting cancelled due to lack of quorum.

Salinas Valley Groundwater Sustainability Agency

BOARD Jan Feb Mar Apr May Jun Jul *Aug Sep Oct Nov *Dec Total Rocha
(Salinas) 1 1 1 1 1 1 1 - 0 1 1 - 10
Gonzalez
(Salinas Alt.) 0 0 0 0 0 0 0 - 0 0 0 - 0
*Meeting cancelled/No meeting

Transportation Agency for Monterey County

BOARD Jan Feb Mar Apr May Jun *Jul Aug Sep Oct Nov Dec Total Sandoval
(Salinas) 2 2 1 1 2 1 - 1 2 2 1 1 16
Rocha
(Salinas Alt.) 0 0 0 0 0 0 - 0 0 0 0 0 0
*Meeting cancelled/No meeting
Regional Board Appointee Attendance 2023

Exhibit D - Attendance
Other Boards represented by Mayor per their Bylaws

Local Agency Formation Commission

BOARD Jan *Feb Mar Apr May Jun *Jul Aug Sep Oct Nov Dec Total Craig
(Salinas) 1 - 1 1 1 1 - 1 1 1 1 1 10
*Meeting cancelled/No meeting

Coalition of Homeless Service Providers/Continuum of Care

BOARD *Jan Feb *Mar Apr *May Jun *Jul Aug *Sep Oct *Nov Dec Total Craig
(Salinas) - 1 - 1 - 1 - 1 - 1 - 1 6
*Meeting cancelled/No meeting

Community Alliance for Safety and Peace

BOARD Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total Craig
(Salinas) 1 2 1 1 2 2 2 2 1 2 2 1 19
*Meeting cancelled/No meeting

City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-004, Version: 1
Minutes
Approve minutes of December 5, 2023.

City of Salinas Printed on 1/5/2024Page 1 of 1
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City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-020, Version: 1
Financial Claims
Approve financial claims report.

City of Salinas Printed on 1/5/2024Page 1 of 1
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Number Date Status Payee Name
Transaction
Amount
471357 12/05/2023 Open Anthony Rocha $159.54
471358 12/05/2023 Open Curtis Jones $69.12
471389 12/05/2023 Open 2NDNATURE, LLC $63,492.09
471390 12/05/2023 Open ACCO Engineered Systems, Inc dba Geo H Wilson Mech $3,791.45 471391 12/05/2023 Open Ace Hardware $99.33
471392 12/05/2023 Open Action Council of Monterey County, Inc. $1,188.00 471393 12/05/2023 Open Agile Occupational Medicine PC $988.00 471394 12/05/2023 Open Alameda Electrical Distributors $149.66 471396 12/05/2023 Open Alhambra and Sierra Spring DS Waters of America LP $320.76 471397 12/05/2023 Open Alhambra and Sierra Spring DS Waters of America LP $91.93 471398 12/05/2023 Open Alhambra and Sierra Spring DS Waters of America LP $257.31 471399 12/05/2023 Open All Environmental, Inc dba AEI Consultants $3,200.00 471400 12/05/2023 Open Amazon.Com $5,907.21
471401 12/05/2023 Open Ana Rueda De Vidales dba JAV Language Solutions $1,084.48 471402 12/05/2023 Open Analgesic Services Inc $92.50
471403 12/05/2023 Open Aramark Uniform & Career Apparel Group, Inc $1,349.23 471404 12/05/2023 Open Aramark Uniform & Career Apparel Group, Inc $29.90 471405 12/05/2023 Open Assured Aggregates Company Inc $14,663.00 471406 12/05/2023 Open AutoZone West Inc $58.80
471408 12/05/2023 Open B & H Foto & Electronics Corp $269.98 471409 12/05/2023 Open Best Best & Krieger LLP $3,000.00 471410 12/05/2023 Open BFS Landscape Architects $4,433.28 471411 12/05/2023 Open Blankinship & Associates, Inc. $2,456.25 471412 12/05/2023 Open BNP Media dba Engineering News Record $149.99 471413 12/05/2023 Open BrightView Landscape Services, Inc $1,053.46 471414 12/05/2023 Open Brodart Company $203.67
471415 12/05/2023 Open C & S Engineers, Inc. $34,813.95 471416 12/05/2023 Open Cagwin & Dorward, LLC $1,033.00
471417 12/05/2023 Open California Premier Restoration $4,005.00 471418 12/05/2023 Open California Water Service $4,273.82 471419 12/05/2023 Open Canon Financial Services Inc $157.71 471420 12/05/2023 Open Canon Solutions America Inc $128.42 471421 12/05/2023 Open Carollo Engineers, Inc $29,051.78 471422 12/05/2023 Open Carollo Engineers, Inc $18,621.00 471423 12/05/2023 Open Carollo Engineers, Inc $9,551.13 471424 12/05/2023 Open Cars California Auto Repair of Salinas $2,768.32 471425 12/05/2023 Open CDW Government LLC $460.19
471426 12/05/2023 Open Central Coast Center For Independent $10,448.52 471427 12/05/2023 Open Cintas $2,720.77
471428 12/05/2023 Open ClientFirst Consulting Group, LLC dba ClientFirst $97.50 471429 12/05/2023 Open Coast Automotive Warehouse Inc $585.28 471430 12/05/2023 Open Comcast $2,852.12
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
user: Josephine Fernandez Pages: 1 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471431 12/05/2023 Open Comfort Control Heating and Sheet Metal $422.50 471432 12/05/2023 Open Condor Security Of America Inc $5,578.67 471433 12/05/2023 Open Consolidated Electrical Distributors, Inc. $100.64 471434 12/05/2023 Open County of Monterey Information Technology Dept $16,827.77 471435 12/05/2023 Open CSG Consultants $33,035.00
471436 12/05/2023 Open Don Chapin Inc $2,619.69
471437 12/05/2023 Open Downtown Streets, Inc $65,835.03 471438 12/05/2023 Open E2 Consulting Engineers, Inc $40,889.00 471439 12/05/2023 Open E2 Consulting Engineers, Inc $33,786.50 471440 12/05/2023 Open E2 Consulting Engineers, Inc $2,672.50 471441 12/05/2023 Open Earth Systems Pacific $4,482.50
471442 12/05/2023 Open East Bay Tire Company $3,348.95
471443 12/05/2023 Open Enhancesoft LLC $2,880.00
471444 12/05/2023 Open Environmental Systems, Inc of Northern California $96,387.50 471445 12/05/2023 Open Fastenal Company $463.05
471446 12/05/2023 Open Ferguson US Hodings, Inc dba Ferguson Enterprises $24.70 471447 12/05/2023 Open Fifth Asset, Inc dba Debtbook $13,000.00 471448 12/05/2023 Open Flock Group Inc dba Flock Safety $34,650.00 471449 12/05/2023 Open Gold Star Motors dba Gold Star Buick GMC $655.39 471450 12/05/2023 Open Golden State Truck and Trailer Repair $7,577.27 471451 12/05/2023 Open Granite Construction Company $37,366.21 471452 12/05/2023 Open Granite Rock Co $1,657.71
471453 12/05/2023 Open Great West Equipment $396.35
471454 12/05/2023 Open Griffin Carpet, Inc. dba Wheeler's Flooring $4,248.12 471455 12/05/2023 Open Grimco, Inc $9,996.38
471456 12/05/2023 Open Harmony At Home $25,000.00
471457 12/05/2023 Open HD Supply White Cap Construction Supply $325.68 471458 12/05/2023 Open Hilda Garcia Petty Cash Custodian $19.52 471459 12/05/2023 Open Home Depot Credit Services $5,208.98 471460 12/05/2023 Open Hydro Turf $423.41
471461 12/05/2023 Open Ingram Book Company $2,530.19
471462 12/05/2023 Open Interstate Battery System Inc $902.58 471463 12/05/2023 Open Iteris Inc $22,942.50
471464 12/05/2023 Open Jan Roehl Dba Jan Roehl Consulting $2,725.00 471465 12/05/2023 Open Jimmy Vanhove dba Precision K9 $2,300.00 471466 12/05/2023 Open Johnson Associates $256.14
471467 12/05/2023 Open Jon D Stocker $1,727.24
471468 12/05/2023 Open Jose Luis Corral dba Salinas Pizza $84.00 471469 12/05/2023 Open JT Hose & Fittings $136.65
471470 12/05/2023 Open Kanco Inc. / Mighty Auto Parts $1,050.92 471471 12/05/2023 Open Karla's Janitorial & Suppliers, LLC $3,050.00 471472 12/05/2023 Open Kelly-Moore Paint Company $275.61 user: Josephine Fernandez Pages: 2 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471473 12/05/2023 Open Kenneth R Hargis dba Hargis & Associates $10,000.00 471474 12/05/2023 Open Kimball Midwest $2,226.27
471475 12/05/2023 Open Kimley Horn And Assoc Inc $20,670.00 471476 12/05/2023 Open Kronos Incorporated $160.00
471477 12/05/2023 Open Kysmet Security & Patrol $7,497.00 471478 12/05/2023 Open Laurel Conte dba Conte's Generator Services $9,997.96 471479 12/05/2023 Open Lawson Products, Inc $552.27
471480 12/05/2023 Open Lumen Tactical LLC dba Nitecore Store $2,680.04 471481 12/05/2023 Open Martin Flores $40.00
471482 12/05/2023 Open Meals On Wheels of the Salinas Valley, Inc $900.00 471483 12/05/2023 Open Midwest Tape, LLC dba Midwest Tape $857.17 471484 12/05/2023 Open MJF Automotive Partners Inc dba Cal Collision $9,816.76 471485 12/05/2023 Open MNS Engineers, Inc $1,457.50
471486 12/05/2023 Open Monterey County Emergency Communications Dept $820,345.41 471487 12/05/2023 Open Monterey County Health Department $5,102.94 471488 12/05/2023 Open Monterey Sanitary Supply Inc Altius Medical $8,559.08 471489 12/05/2023 Open Motion Picture Licensing Corporation $3,574.90 471490 12/05/2023 Open MP Express $152.64
471491 12/05/2023 Open MV Cheng & Associates Inc. $51,837.50 471492 12/05/2023 Open My Jeep $28.32
471493 12/05/2023 Open Natividad Medical Foundation $13,422.84 471494 12/05/2023 Open Nixon-Egli Equipment Company $3,680.66 471495 12/05/2023 Open Office Depot Business Service Division $1,343.22 471496 12/05/2023 Open One Workplace L Ferrari, LLC dba Peninsula Busines $3,696.98 471497 12/05/2023 Open Operation Freedom Paws $431.00
471498 12/05/2023 Open Pacific Gas and Electric Company $4,944.17 471499 12/05/2023 Open Pacific Truck Parts Inc $1,494.27 471500 12/05/2023 Open Pape Machinery, Inc. $1,100.01
471501 12/05/2023 Open Place Works Inc $23,941.97
471502 12/05/2023 Open PLM Lender Services Inc $225.00
471503 12/05/2023 Open Protel Communications, Inc dba Protelesis Corporat $151.75 471504 12/05/2023 Open Quality Water Enterprises Inc dba Culligan Water $411.79 471505 12/05/2023 Open Quality Water Enterprises Inc dba Culligan Water $74.37 471506 12/05/2023 Open Quality Water Enterprises Inc dba Culligan Water $41.08 471507 12/05/2023 Open Quinn Company $5.68
471508 12/05/2023 Open Rancho Cielo Youth Center $11,819.27 471509 12/05/2023 Open RDO Equipment Company $390.79
471510 12/05/2023 Open Refrigeration Specialties $29.74 471511 12/05/2023 Open Refrigeration Supplies Distributor $105.53 471512 12/05/2023 Open Republic Services of Salinas $1,604.16 471513 12/05/2023 Open Russell Auria Pest Control Services $515.00 471514 12/05/2023 Open Ruth Maria Milla-Leon dba Andersen's Lock & Safe $26.66 user: Josephine Fernandez Pages: 3 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471515 12/05/2023 Open S & L Investments dba Salinas Valley ProSquad $14,033.86 471516 12/05/2023 Open Safe Software Inc. $1,577.83
471517 12/05/2023 Open Salinas Californian $468.25
471518 12/05/2023 Open Salinas Valley Ford Inc $807.11
471519 12/05/2023 Open San Diego Police Equipment Company $1,081.58 471520 12/05/2023 Open San Jose Motosport, Inc dba San Jose BMW $2,916.43 471521 12/05/2023 Open San Lorenzo Lumber $263.62
471522 12/05/2023 Open Smith and Enright Landscaping $126,558.63 471523 12/05/2023 Open Sonoma State University $75.00
471524 12/05/2023 Open State of California Dept of Food & Agriculture $250.00 471525 12/05/2023 Open State Water Resource Control Board $53,352.00 471526 12/05/2023 Open Stommel Inc dba Lehr $1,559.25
471527 12/05/2023 Open Sturdy Oil Company $3,970.72
471528 12/05/2023 Open Summit Uniforms, LLC dba Summit Uniforms $627.82 471529 12/05/2023 Open Target Pest Control $385.00
471530 12/05/2023 Open The Bakery Station LLC $51.75
471531 12/05/2023 Open The Ed Jones Company, Incorporated $570.00 471532 12/05/2023 Open Tony Zuniga dba Tacos Don Beto $578.29 471533 12/05/2023 Open Transportation Agency for MOCO - TAMC $51,426.56 471534 12/05/2023 Open Tri County Fire Protection $933.10 471535 12/05/2023 Open Twining, Inc $18,382.48
471536 12/05/2023 Open U.S. Bank National Association dba U.S. Bank Equip $3,425.00 471537 12/05/2023 Open U.S. Bank National Association ND $46,622.92 471538 12/05/2023 Open United Parcel Service $77.08
471539 12/05/2023 Open United Site Services $375.10
471540 12/05/2023 Open Urban Field Studio Oakland $13,038.43 471541 12/05/2023 Open Valley Fabrication Inc $19.56
471542 12/05/2023 Open Valley Saw Shop $152.86
471543 12/05/2023 Open Venissa Rosa Petty Cash Custodian $63.73 471544 12/05/2023 Open Verizon Wireless $3,877.58
471545 12/05/2023 Open Verizon Wireless $1,208.69
471546 12/05/2023 Open Verizon Wireless $93.02
471547 12/05/2023 Open Veronica Tam And Associates Inc $9,782.50 471548 12/05/2023 Open Vicky Sargent Petty Cash Custodian $217.03 471549 12/05/2023 Open W W Grainger Inc $1,526.03
471550 12/05/2023 Open Wald, Ruhnke & Dost Architects, LLP $712.50 471551 12/05/2023 Open Wallace Group A California Corporation $65,383.27 471552 12/05/2023 Open Walmart c/o Capitol One $1,011.65 471553 12/05/2023 Open Wayne Boyer dba Motoport USA $2,596.46 471554 12/05/2023 Open WCAF, LLC dba Watsonville Ford $2,219.29 471555 12/05/2023 Open WCDJR LLC dba Watsonville Chrysler Dodge Jeep Ram $864.53 471556 12/05/2023 Open Willdan Financial Services $1,200.00 user: Josephine Fernandez Pages: 4 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471557 12/05/2023 Open Worldpac $652.98
471558 12/05/2023 Open Erica Ramirez $40.00
471559 12/05/2023 Open Gonzalo Orozco $1,318.08
471560 12/05/2023 Open Kevin A Lommen $193.50
471561 12/05/2023 Open Miguel Ruiz c/o Prestige Roofing LLC $176.60 471562 12/05/2023 Open Sales Solution Inc. DBA Integratis $148.85 471563 12/05/2023 Open William Weaver $130.99
471564 12/05/2023 Open Alco Water $10,173.08
471565 12/05/2023 Open Alco Water $13,007.60
471566 12/05/2023 Open Alco Water $12,299.00
471567 12/05/2023 Open Monterey County Tax Collector $4,690.76 471568 12/05/2023 Open Monterey County Tax Collector $1,027.81 471570 12/05/2023 Open Monterey County Tax Collector $3,656.59 471571 12/12/2023 Open Alexis Mejia $207.05
471572 12/12/2023 Open Carlos Rios $40.00
471573 12/12/2023 Open Danny Warner $81.00
471574 12/12/2023 Open Gabriel Gonzalez $213.00
471575 12/12/2023 Open Gerardo Magana $213.00
471576 12/12/2023 Open Kayshla Lopez $416.05
471577 12/12/2023 Open Michael Batchelor $355.00
471578 12/12/2023 Open Monica Flores-Ponce $416.05
471579 12/12/2023 Open National Community Development Association $1,600.00 471580 12/12/2023 Open Ramon Anzaldo $54.75
471581 12/12/2023 Open 2NDNATURE, LLC $22,043.43
471582 12/12/2023 Open 72 Hour LLC dba Chevrolet of Watsonville/National $183.88 471583 12/12/2023 Open Ace Hardware $18.11
471584 12/12/2023 Open Acme Car Wash (William Pierce Inc) $1,483.08 471585 12/12/2023 Open Alameda Electrical Distributors $447.48 471586 12/12/2023 Open Alco Water $21.49
471587 12/12/2023 Open Alco Water $9,362.94
471588 12/12/2023 Open Allstar Fire Equipment Inc $102.15 471589 12/12/2023 Open Amazon.Com $1,267.33
471590 12/12/2023 Open American Supply Company $416.83
471591 12/12/2023 Open Ana Rueda De Vidales dba JAV Language Solutions $1,061.92 471592 12/12/2023 Open Analgesic Services Inc $547.50
471593 12/12/2023 Open Andrea Weaghington $500.04
471594 12/12/2023 Open Andrew McLaughlin $100.00
471595 12/12/2023 Open Aramark Uniform & Career Apparel Group, Inc $809.00 471596 12/12/2023 Open Aramark Uniform & Career Apparel Group, Inc $29.90 471597 12/12/2023 Open Aramark Uniform & Career Apparel Group, Inc $29.90 471598 12/12/2023 Open Asap Alisal Signs And Printing $2,309.27 471599 12/12/2023 Open B F T LP dba Pet Waste Eliminator $695.49 user: Josephine Fernandez Pages: 5 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471600 12/12/2023 Open Bay Area Crime and Intelligence Analysts Assoc $60.00 471601 12/12/2023 Open Benitez Security Services, Inc $54,807.00 471602 12/12/2023 Open BKF Engineers $13,200.00
471603 12/12/2023 Open Blancas Construction, Inc. $11,138.00 471604 12/12/2023 Open Blankinship & Associates, Inc. $10,234.07 471605 12/12/2023 Open Brent DeBorde $88.75
471606 12/12/2023 Open Brodart Company $119.42
471607 12/12/2023 Open Bruce Bush $100.00
471608 12/12/2023 Open California Water Service $2,795.84 471609 12/12/2023 Open California Water Service $50,286.55 471610 12/12/2023 Open Catholic Charities of the Diocese of Monterey $11,652.15 471611 12/12/2023 Open Charles Schwab & Co., Inc $19,479.00 471612 12/12/2023 Open Chicago Title And Trust $457.00
471613 12/12/2023 Open Chris Swinscoe $100.00
471614 12/12/2023 Open Cintas $200.28
471615 12/12/2023 Open Civica Law Group, APC $46,295.26 471616 12/12/2023 Open Coast Automotive Warehouse Inc $242.79 471617 12/12/2023 Open Comcast (Business) $572.32
471618 12/12/2023 Open Comcast (Business) $54.11
471619 12/12/2023 Open Comcast (Business) $354.90
471620 12/12/2023 Open Comfort Control Heating and Sheet Metal $390.00 471621 12/12/2023 Open CorVel Corporation Inc dba CorVel Enterprise Compa $18,054.25 471622 12/12/2023 Open CSC Of Salinas $521.75
471623 12/12/2023 Open Dana Cornelison $100.00
471624 12/12/2023 Open Daniel David Green $100.00
471625 12/12/2023 Open Dataflow Business Systems Inc $77.17 471626 12/12/2023 Open Dave Shaw $100.00
471627 12/12/2023 Open Davgp, Inc. dba Salinas Valley Tire $585.00 471628 12/12/2023 Open David L Crabill $100.00
471629 12/12/2023 Open David Poulin $100.00
471630 12/12/2023 Open East Bay Tire Company $1,306.49
471631 12/12/2023 Open Fashion Streaks $951.79
471632 12/12/2023 Open Ferguson US Hodings, Inc dba Ferguson Enterprises $359.88 471633 12/12/2023 Open First Alarm Security & Patrol Inc dba An Allied Un $4,409.85 471634 12/12/2023 Open First Alarm Wellness A Family Counseling Corporati $9,562.28 471635 12/12/2023 Open Gabriel Hernandez $100.00
471636 12/12/2023 Open Gavilan Printers LLC $987.02
471637 12/12/2023 Open Golden State Truck and Trailer Repair $9,777.31 471638 12/12/2023 Open Goldfarb and Lipman $3,441.00
471639 12/12/2023 Open Granite Construction Company $1,551,911.33 471640 12/12/2023 Open Granite Rock Co $2,715.30
471641 12/12/2023 Open Heath Johnson $100.00
user: Josephine Fernandez Pages: 6 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471642 12/12/2023 Open Henry Gomez $100.00
471643 12/12/2023 Open Hollister Honda $3,663.84
471644 12/12/2023 Open Hydro Turf $287.98
471645 12/12/2023 Open Ingram Book Company $7,867.51
471646 12/12/2023 Open International Assoc of Chiefs of Police $190.00 471647 12/12/2023 Open Interstate Battery System Inc $138.63 471648 12/12/2023 Open Jacqueline Pacelli $100.00
471649 12/12/2023 Open Jahaira Paola Navarro dba Dance Into Fitness with $581.75 471650 12/12/2023 Open James Bradley Blesso dba 2-Eleven Shields $750.90 471651 12/12/2023 Open James Knowlton $100.00
471652 12/12/2023 Open Jayson F. Cardinalli dba Clean Brothers $4,860.00 471653 12/12/2023 Open Jeff Gibson $100.00
471654 12/12/2023 Open Jesse And Evan Inc dba La Plaza Bakery $524.07 471655 12/12/2023 Open Jesse Pinon $100.00
471656 12/12/2023 Open John Wider $100.00
471657 12/12/2023 Open Johnson Associates $63.26
471658 12/12/2023 Open Jonathan Barnes $100.00
471659 12/12/2023 Open JS Inc dba Steinbeck Lodge $650.00 471660 12/12/2023 Open Kevin Skinner $100.00
471661 12/12/2023 Open Kimball Midwest $1,337.79
471662 12/12/2023 Open Kimley Horn And Assoc Inc $52,698.86 471663 12/12/2023 Open Lance Miraco $100.00
471664 12/12/2023 Open LexisNexis dba Coplogic, Inc. $15,978.68 471665 12/12/2023 Open Liebert Cassidy Whitmore $3,950.00 471666 12/12/2023 Open M3 Environmental Consulting $10,913.42 471667 12/12/2023 Open Mark Freedman $100.00
471668 12/12/2023 Open Mark43, Inc. $224,920.00
471669 12/12/2023 Open Mauricio Cebada $200.00
471670 12/12/2023 Open Meyers and Nave $6,909.00
471671 12/12/2023 Open Michael Groves $100.00
471672 12/12/2023 Open Michael Spencer dba Tire & Wheel World $814.48 471673 12/12/2023 Open Midwest Tape, LLC dba Midwest Tape $842.41 471674 12/12/2023 Open MJ Communications, Inc $637.00
471675 12/12/2023 Open MNS Engineers, Inc $16,903.58
471676 12/12/2023 Open Monterey County Convention And Visitors Bureau $25,415.05 471677 12/12/2023 Open Monterey County Health Department $777.00 471678 12/12/2023 Open Monterey County Health Department $474,681.42 471679 12/12/2023 Open Monterey County Weekly $321.75
471680 12/12/2023 Open Monterey Transfer and Storage Inc $603.50 471681 12/12/2023 Open Monterra Ranch Of Monterey Home Owner's Associatio $900.00 471682 12/12/2023 Open Musson Theatrical Incorporated $863.08 471683 12/12/2023 Open MV Cheng & Associates Inc. $40,293.75 user: Josephine Fernandez Pages: 7 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471684 12/12/2023 Open My Jeep $1,036.26
471685 12/12/2023 Open O'Reilly Auto Parts $603.92
471686 12/12/2023 Open Office Depot Business Service Division $2,061.30 471687 12/12/2023 Open Operation Freedom Paws $260.00
471688 12/12/2023 Open Oscar Dydasco $100.00
471689 12/12/2023 Open Pacific Gas and Electric Company $4,258.29 471690 12/12/2023 Open Pacific Gas and Electric Company $18,691.89 471691 12/12/2023 Open Pacific Truck Parts Inc $4,433.75 471692 12/12/2023 Open Pedro C Estrada Dba Estrada Janitorial Service $250.00 471693 12/12/2023 Open Petsmart $533.34
471694 12/12/2023 Open Plan It Software LLC $3,200.00
471695 12/12/2023 Open Pure Water $28.75
471696 12/12/2023 Open Quadient Finance USA, Inc dba NeoFunds/TotalFunds $1,742.53 471697 12/12/2023 Open RELX Inc. dba LexisNexis, Division of RELX Inc. $982.25 471698 12/12/2023 Open Richard Maldonado $100.00
471699 12/12/2023 Open Ricky Williams $100.00
471700 12/12/2023 Open Russell Auria Pest Control Services $170.00 471701 12/12/2023 Open Salinas Valley Ford Inc $869.22
471702 12/12/2023 Open Same Day Shred $77.50
471703 12/12/2023 Open Scott Myhre $100.00
471704 12/12/2023 Open Scott Tyler $100.00
471705 12/12/2023 Open Sentry Alarm System $325.02
471706 12/12/2023 Open Sheldon Bryan $100.00
471707 12/12/2023 Open Simon Jimenez $100.00
471708 12/12/2023 Open Simplot AB Retail Sub Inc $5,000.00 471709 12/12/2023 Open Smart and Final Iris $2,175.14
471710 12/12/2023 Open SpeakWrite LLC $2,046.68
471711 12/12/2023 Open Stanley Cooper $100.00
471712 12/12/2023 Open Stommel Inc dba Lehr $54,579.72
471713 12/12/2023 Open Sturdy Oil Company $7,810.05
471714 12/12/2023 Open Suthided Livingston $100.00
471715 12/12/2023 Open Suzanne Cottle-Gavalla $100.00
471716 12/12/2023 Open Target Pest Control $175.00
471717 12/12/2023 Open TechRx Technology Services Corporation $5,842.50 471718 12/12/2023 Open Ted Koch $100.00
471719 12/12/2023 Open TEF Architecture & Interior Design, Inc dba TEF De $49,950.18 471720 12/12/2023 Open Tehama Golf Club LLC $800.00
471721 12/12/2023 Open Terry Gerhardstein $100.00
471722 12/12/2023 Open The Bank Of New York Mellon $1,500.00 471723 12/12/2023 Open The Ed Jones Company, Incorporated $403.22 471724 12/12/2023 Open The Recorder $749.22
471725 12/12/2023 Open Thomson-West/Barclays $1,117.09
user: Josephine Fernandez Pages: 8 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471726 12/12/2023 Open Todd Swinscoe $100.00
471727 12/12/2023 Open Tri County Fire Protection $275.73 471728 12/12/2023 Open U.S. Armor Corporation $2,075.94 471729 12/12/2023 Open U.S. Bank National Association ND $15,478.01 471730 12/12/2023 Open United Parcel Service $74.96
471731 12/12/2023 Open V & S Auto Care, Inc. dba One Stop Auto Care $75.00 471732 12/12/2023 Open Valley Saw Shop $385.49
471733 12/12/2023 Open Verizon Wireless $620.86
471734 12/12/2023 Open Verizon Wireless $3,689.25
471735 12/12/2023 Open Verizon Wireless $449.42
471736 12/12/2023 Open Vicky Sargent Petty Cash Custodian $271.64 471737 12/12/2023 Open Voyager $1,247.70
471738 12/12/2023 Open W W Grainger Inc $382.75
471739 12/12/2023 Open Wallace Group A California Corporation $2,311.00 471740 12/12/2023 Open Walmart c/o Capitol One $2,153.86 471741 12/12/2023 Open WCAF, LLC dba Watsonville Ford $627.72 471742 12/12/2023 Open WCDJR LLC dba Watsonville Chrysler Dodge Jeep Ram $2,108.08 471743 12/12/2023 Open Willdan Financial Services $1,750.00 471744 12/12/2023 Open Worldpac $1,632.39
471745 12/12/2023 Open Gabriela Delgadillo $17.95
471746 12/12/2023 Open Rosa's Cleaning Service $50.00
471747 12/19/2023 Open Andres Torres $82.79
471748 12/19/2023 Open Brianda Palacios $455.75
471749 12/19/2023 Open City of Fresno $400.00
471750 12/19/2023 Open Evelia Marr $168.50
471751 12/19/2023 Open Gregory Hurst $312.50
471752 12/19/2023 Open Henry Martinez $141.48
471753 12/19/2023 Open Jared Reyes $220.50
471754 12/19/2023 Open Juliane Sharpe $605.96
471755 12/19/2023 Open Stephen Craig $155.25
471756 12/19/2023 Open Steven Hoyte $75.00
471757 12/19/2023 Open Thomas Melia $312.50
471758 12/19/2023 Open American River College $193.00
471759 12/19/2023 Open California Fire Prevention Institute $650.00 471760 12/19/2023 Open Contra Costa County Sheriff's Department $529.00 471761 12/19/2023 Open Tri-Tech Forensics, Inc. $1,884.00 471762 12/19/2023 Open Tri-Tech Forensics, Inc. $3,008.00 471763 12/19/2023 Open 72 Hour LLC dba Chevrolet of Watsonville/National $492.00 471764 12/19/2023 Open Ace Hardware $395.45
471765 12/19/2023 Open Alco Water $1,128.64
471766 12/19/2023 Open Alco Water $10,301.41
471767 12/19/2023 Open Amazon.Com $1,624.10
user: Josephine Fernandez Pages: 9 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471768 12/19/2023 Open American Supply Company $1,737.51 471769 12/19/2023 Open American Traffic Solutions Inc. $11,902.78 471770 12/19/2023 Open Ana Rueda De Vidales dba JAV Language Solutions $381.92 471771 12/19/2023 Open Aramark Uniform & Career Apparel Group, Inc $719.41 471772 12/19/2023 Open Arrowhead Forensics $58.42
471773 12/19/2023 Open Asap Alisal Signs And Printing $13.82 471774 12/19/2023 Open AT and T $161.31
471775 12/19/2023 Open AT&T Mobility $7.30
471776 12/19/2023 Open AT&T Mobility $21.99
471777 12/19/2023 Open AT&T Mobility $925.00
471778 12/19/2023 Open AT&T Mobility $141.77
471779 12/19/2023 Open Autoprises 1 Inc dba Salinas Auto Center $250.00 471780 12/19/2023 Open AutoZone West Inc $1,027.48
471781 12/19/2023 Open Avolve Software Corp $101,160.00 471782 12/19/2023 Open Axos Clearing, LLC $43,648.66
471783 12/19/2023 Open B&N Motors, LLC dba Toyota Salinas $167.51 471784 12/19/2023 Open Bauer Compressors Inc $133.75
471785 12/19/2023 Open Bear Electrical Solutions Inc $4,590.00 471786 12/19/2023 Open Benjamin Majewski $34.00
471787 12/19/2023 Open BFS Landscape Architects $5,325.00 471788 12/19/2023 Open BrightView Landscape Services, Inc $748.22 471789 12/19/2023 Open Brownells Inc $30.54
471790 12/19/2023 Open California Towing and Transport $125.00 471791 12/19/2023 Open California Water Service $316.15 471792 12/19/2023 Open Canine Development Group Inc dba PACKTRACK $280.00 471793 12/19/2023 Open CDW Government LLC $3,696.75
471794 12/19/2023 Open Cellebrite USA Corp $8,024.41
471795 12/19/2023 Open Central Coast YMCA $14,121.00
471796 12/19/2023 Open Chicago Title And Trust $500.00
471797 12/19/2023 Open Cintas $2,938.80
471798 12/19/2023 Open Coast Automotive Warehouse Inc $9.42 471799 12/19/2023 Open Comcast (Business) $177.73
471800 12/19/2023 Open Condor Security Of America Inc $4,144.14 471801 12/19/2023 Open Consolidated Electrical Distributors, Inc. $92.29 471802 12/19/2023 Open Covanta Stanislaus $404.15
471803 12/19/2023 Open CSC Of Salinas $11.05
471804 12/19/2023 Open CSG Consultants $119,951.59
471805 12/19/2023 Open Curtis Eismann dba Truck Top & Accessory Shop $3,105.82 471806 12/19/2023 Open Demco $535.89
471807 12/19/2023 Open Direct TV LLC $59.24
471808 12/19/2023 Open Don Chapin Inc $85.00
471809 12/19/2023 Open Downtown Streets, Inc $6,276.25
user: Josephine Fernandez Pages: 10 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471810 12/19/2023 Open Duraid Mohammed dba HA Construction $36,226.78 471811 12/19/2023 Open E2 Consulting Engineers, Inc $32,134.25 471812 12/19/2023 Open East Bay Tire Company $725.81
471813 12/19/2023 Open Elani Trejo Petty Cash $45.63
471814 12/19/2023 Open EMC Planning Group Inc $105,799.77 471815 12/19/2023 Open Environmental Systems, Inc of Northern California $18,296.13 471816 12/19/2023 Open Evident $510.55
471817 12/19/2023 Open FarrWest Environmental Supply, Inc $303.43 471818 12/19/2023 Open Fastenal Company $2,227.39
471819 12/19/2023 Open Filipino Community Club of Salinas Vly Foundation $2,367.40 471820 12/19/2023 Open First Alarm Security & Patrol Inc dba An Allied Un $5,711.80 471821 12/19/2023 Open G2Solutions, Inc $6.75
471822 12/19/2023 Open Genuine Parts Company dba NAPA Auto Parts $49.02 471823 12/19/2023 Open Granite Rock Co $4,372.92
471824 12/19/2023 Open Green Rubber Kennedy Ag $567.97
471825 12/19/2023 Open Griffin Structures, Inc $43,881.11 471826 12/19/2023 Open Griffin Structures, Inc $76,720.13 471827 12/19/2023 Open Griffin Structures, Inc $88,358.52 471828 12/19/2023 Open Harmony At Home $10,000.00
471829 12/19/2023 Open Herc Rentals Inc. $7,648.75
471830 12/19/2023 Open Homer T Hayward Lumber Co dba Hayward Lumber $797.09 471831 12/19/2023 Open Honeywell Analytics Distribution $950.00 471832 12/19/2023 Open Hope Services $2,730.00
471833 12/19/2023 Open Interactive Data, LLC dba IDI $153.00 471834 12/19/2023 Open Interstate Battery System Inc $1,053.25 471835 12/19/2023 Open Jan Roehl Dba Jan Roehl Consulting $225.00 471836 12/19/2023 Open JJR Construction Inc $696,233.55 471837 12/19/2023 Open Johnson & Cody Electric Inc dba State Electric Gen $4,040.86 471838 12/19/2023 Open Johnson Associates $151.37
471839 12/19/2023 Open Johnson Electronics $168.00
471840 12/19/2023 Open Kimball Midwest $543.11
471841 12/19/2023 Open Kurt Ashley dba Secure Solutions $1,812.28 471842 12/19/2023 Open Kysmet Security & Patrol $7,693.00 471843 12/19/2023 Open Law Enforcement Psychological Services $2,250.00 471844 12/19/2023 Open Lawson Products, Inc $286.91
471845 12/19/2023 Open Leon De Asis $2,000.00
471846 12/19/2023 Open LexisNexis Risk Data Management Inc Accurint Acct $152.80 471847 12/19/2023 Open Maria Hernandez $3,600.00
471848 12/19/2023 Open MBS Business Systems $323.21
471849 12/19/2023 Open MCSI Water Systems Management $521.31 471850 12/19/2023 Open Monterey County The Herald $139.18 471851 12/19/2023 Open Monterey County The Herald $2,817.84 user: Josephine Fernandez Pages: 11 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471852 12/19/2023 Open Monterey Environmental Solutions and Services $17,380.00 471853 12/19/2023 Open Monterey One Water $7,215.42
471854 12/19/2023 Open Motorola Solutions, Inc $11,027.69 471855 12/19/2023 Open My Jeep $89.07
471856 12/19/2023 Open New Image Landscape Company $150.00 471857 12/19/2023 Open O'Reilly Auto Parts $1,035.69
471858 12/19/2023 Open Office Depot Business Service Division $577.79 471859 12/19/2023 Open One Workplace L Ferrari, LLC dba Peninsula Busines $3,377.56 471860 12/19/2023 Open Online Web Services US, Inc $4,741.00 471861 12/19/2023 Open Pacific Gas and Electric Company $6,069.89 471862 12/19/2023 Open Pacific Gas and Electric Company $119,235.31 471863 12/19/2023 Open Pacific Truck Parts Inc $51.78
471864 12/19/2023 Open Pedro C Estrada Dba Estrada Janitorial Service $3,770.00 471865 12/19/2023 Open Petsmart $690.87
471866 12/19/2023 Open PJ Trucking Academy LLC $2,500.00 471867 12/19/2023 Open Place Works Inc $22,052.42
471868 12/19/2023 Open Pryor Learning Solutions Inc dba Fred Pryor Semina $498.00 471869 12/19/2023 Open Public Risk, Innovation, Solutions, & Management $19,511.00 471870 12/19/2023 Open Pure Water $377.25
471871 12/19/2023 Open Rain For Rent $2,228.90
471872 12/19/2023 Open Republic Services of Salinas $1,899.33 471873 12/19/2023 Open Rexel USA, Inc dba Platt Electric Supply $31.44 471874 12/19/2023 Open Robert Durst $4,428.36
471875 12/19/2023 Open Rocket Software, Inc $8,558.00
471876 12/19/2023 Open RRM Design Group, A California Corp dba RRM Design $19,267.00 471877 12/19/2023 Open Ruth Maria Milla-Leon dba Andersen's Lock & Safe $70.00 471878 12/19/2023 Open Salinas Valley Ford Inc $1,546.68 471879 12/19/2023 Open Salinas Valley Roofing Company $41,372.00 471880 12/19/2023 Open Same Day Shred $45.00
471881 12/19/2023 Open Samuel Jenkinson dba Jenkinson & Sala Family Xmas $100.00 471882 12/19/2023 Open San Lorenzo Lumber $178.47
471883 12/19/2023 Open Sentry Alarm System $270.33
471884 12/19/2023 Open Smart and Final Iris $262.30
471885 12/19/2023 Open SoundThinking, Inc $490,000.00
471886 12/19/2023 Open State of California Dept of Industrial Relations $246,195.69 471887 12/19/2023 Open Sturdy Oil Company $56,157.43
471888 12/19/2023 Open Summit Uniforms, LLC dba Summit Uniforms $4,298.77 471889 12/19/2023 Open Sunstar Media $25.00
471890 12/19/2023 Open SWRCB Accounting Office $42,262.00 471891 12/19/2023 Open T-Mobile USA $39.65
471892 12/19/2023 Open Target Pest Control $545.00
471893 12/19/2023 Open Trentman Corp. dba Interstate Sales/T-Man Traffic $5,219.78 user: Josephine Fernandez Pages: 12 of 13 Wednesday, January 3, 2024 Number Date Status Payee Name
Transaction
Amount
City of Salinas
Payment Register
From Payment Date: 12/1/2023 - To Payment Date: 1/1/2024 General Account - General Account
Check
471894 12/19/2023 Open Tri County Fire Protection $1,131.59 471895 12/19/2023 Open U.S. Bank National Association dba U.S. Bank Equip $448.48 471896 12/19/2023 Open U.S. Bank National Association ND $13,952.10 471897 12/19/2023 Open Uline, Inc $391.70
471898 12/19/2023 Open Urban Field Studio Oakland $36,800.47 471899 12/19/2023 Open Valley Saw Shop $7,417.99
471900 12/19/2023 Open Vegetable Growers Supply Company $1,201.91 471901 12/19/2023 Open VendNovation LLC $669.00
471902 12/19/2023 Open Verizon Wireless $3,989.13
471903 12/19/2023 Open Verizon Wireless $234.11
471904 12/19/2023 Open Verizon Wireless $630.24
471905 12/19/2023 Open Verizon Wireless $509.08
471906 12/19/2023 Open Verizon Wireless $2,725.93
471907 12/19/2023 Open W W Grainger Inc $6,080.07
471908 12/19/2023 Open Walmart c/o Capitol One $1,984.50 471909 12/19/2023 Open WCDJR LLC dba Watsonville Chrysler Dodge Jeep Ram $4,877.24 471910 12/19/2023 Open Worldpac $109.04
471911 12/19/2023 Open YWCA of Monterey County $4,391.95 471912 12/19/2023 Open California Association of Directors of Activities $283.46 471913 12/19/2023 Open Carlos Espinoza $40.00
471914 12/19/2023 Open Carlos Ramirez & Maria Tapia $100.00 471915 12/19/2023 Open Evangeline Termaine $8.38
471916 12/19/2023 Open Fountain of Beauty $71.07
471917 12/19/2023 Open Liliana Gil-Ramirez $438.12
471918 12/19/2023 Open Linda Santos & Raymond Clement Santos Jr $100.00 471919 12/19/2023 Open Ralph Marbach $100.00
$7,967,864.33Type Check Totals:

General Account - General Account Totals
user: Josephine Fernandez Pages: 13 of 13 Wednesday, January 3, 2024 City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-005, Version: 1
Cellebrite Software
Approve a Resolution authorizing the Interim City Manager to execute an Agreement for the subscription of Cellebrite software for a total cost not to exceed $297,433.12.

City of Salinas Printed on 1/5/2024Page 1 of 1
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CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: JANUARY 9, 2024
DEPARTMENT: SALINAS POLICE DEPARTMENT
FROM: ROBERTO FILICE, CHIEF OF POLICE
BY: TONYA ERICKSON, POLICE SERVICES ADMINISTRATOR
TITLE: CELLEBRITE SOFTWARE

RECOMMENDED MOTION:

A motion to approve a Resolution authorizing the Interim City Manager to execute an Agreement for the subscription of Cellebrite software for the term February 1, 2024 through December 31, 2026 with a total cost not to exceed $297,433.12.

RECOMMENDATION:

Staff recommends that City Council authorize the City Manager to execute an Agreement for the subscription for Cellebrite software for the term February 1, 2024 through December 31, 2026 with a total cost not to exceed $297,433.12.

EXECUTIVE SUMMARY:

The Salinas Police Department received an Organized Retail Theft (ORT) Grant award of $3,573,307 from the Board of State and Community Corrections (BSCC), and award acceptance was approved by City Council on October 10, 20 23. The grant award includes funds to support the subscription of Cellebrite software for the grant activity period. The Department has received a quote for a subscription covering the term February 1, 2024 through December 31, 2026 with a total cost not to exceed $297,433.12. The cost will be fully funded by the ORT Grant.

BACKGROUND:

The California Budget Act of 2022 (Senate Bill 154) established the Organized Retail Theft (ORT) Prevention Grant Program. Grant funds are to be used by local law enforcement agencies in preventing and responding to organized retail theft, motor vehicle or motor vehicle accessory theft, or cargo theft. At the September 14, 2023, Board of State and Community Corrections Board Meeting, 31 City Police Departments and seven Sheriff’s Departments were awarded a total of $242,250,000 in ORT Prevention Funding. The Salinas Police Department was one of the awardees, receiving an award of $3,573,307 for the period October 1, 2023 through June 1, 2027, with the final 5 months to be devoted to the completion of the evaluation and financial audit.

Page | 2
The Salinas Police Department’s grant submission focused on the need to respond to the growing threat of organized retail crime and continuing high rate of motor vehicle theft. The project’s goal is to deter organized retail theft, identify and apprehend suspects, and rec over stolen property to improve the safety of Salinas businesses, increase economic activity, improve quality of life, and enhance public safety in the City. The grant will fund the development of an Organized Retail Crime and Motor Vehicle Theft Prevention Program which will be technologically supported using merchandise tracking systems, license plate reader cameras, and computer forensic tools and equipment.

The ORT Grant award includes funds to support the work of the Department’s Computer Forensics Unit (CFU), including hardware and software. The Salinas Police Department’s CFU utilizes investigative techniques to acquire, authenticate, analyze , and report digital evidence from a computer device in a controlled setting. The CFU consists of six Sworn Officer working CFU as a collateral assignment, with most officers having years of experience. The Salinas Police Department is a member of the Internet Crimes Against Children (ICAC) Task Force, and the work of the CFU is key in the successful investigation of child exploitation, homicides, and sexual assault cases. The CFU will support the activities of the ORT Grant.

The CFU utilizes a variet y of investigative techniques and tools, one of which is Cellebrite software. The Department has utilized this Cellebrite software since at least 2016. With ORT Grant funds, the Department is able to upgrade beyond the basic level software and will now have a subscription that allows unlimited usage. This will support a wider and more consistent use of this software to help prevent and solve crimes, including those related to the ORT Grant. The ORT Grant requires the development of a formal Local Evaluation Plan which will include the use and benefit of the staffing and technology funded by the grant, including the Cellebrite software.

This evaluation plan is in development, with a due date of April 1, 2024.

Staff is now request ing authorization to enter into an Agreement with Cellebrite f or these new software subscription services and associated hardware to cover the term February 1, 2024 through December 31, 2026 with a total cost not to exceed $297,433.12. Cellebrite, Inc. is located in Vienna, Virginia and there are no local vendors for this service. The ORT Grant will fully fund this software subscription. The City Council has the a uthority to approve this direct purchase under Salinas Municipal code Section12 -27 and without application of the local purchasing preference pursuant to Salinas Municipal Code Section 12-28.080.

POLICE COMMUNITY ADVISORY COMMITTEE

The Department gave a presentation to Police Community Advisory Committee (PCAC) related to the ORT Grant on September 27, 2023. The Department further discussed the ORT Grant technology purchases, including hardware and software, during the Chief’s Report on October 25, 2023 and November 29, 2023 . The Committee had an opportunity to ask questions and provide comments or concerns in response to the ORT Grant award and the technology purchases.

CEQA CONSIDERATION:

Not a Project . The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

Page | 3

STRATEGIC PLAN INITIATIVE:

Approving the proposed Resolution will support the City Council’s Strategic Plan Goal of Public Safety.

DEPARTMENTAL COORDINATION:

The Police Department has coordinated w ith the Legal Department on the Agreement with Cellebrite, Inc. , with the Finance Department during purchasing, and coordinate with the Information Technology Department during implementation.

FISCAL AND SUSTAINABILITY IMPACT:

The BSCC Organized Retail Theft Grant will fully fund the costs for these subscriptions through December 31, 2026. The corresponding grant award and projected expenses are included in the current budget. Contract f unding requirements for each additional year will be included in the development of future budgets.

ATTACHMENTS:

Resolution – Cellebrite
Cellebrite Quote

RESOLUTION NO. (N.C.S.)

RESOLUTION AUTHORIZING AN AGREEMENT WITH CELLEBRITE, INC. FOR

SOFTWARE SUBSCRIPTION SERVICES

WHEREAS, the Salinas Police Department received an Organized Retail Theft (ORT) Prevention Grant for $3.57M to respond to the growing threat of organized retail crime and continuing high rate of motor vehicle theft; and

WHEREAS, the ORT Grant includes funds to support the Computer Forensic s Unit through the subscription of Cellebrite software through December 31, 2026; and

WHEREAS, the Salinas Police Department has secured a quote for Cellebrite software subscription services to be utilized for the duration of grant activities.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council authorizes the Interim City Manager to execute an Agreement with Cellebrite, Inc. for software subscriptions, and associated hardware, for the term February 1, 2024, through December 31, 2026 with a total cost not to exceed $297,433.12.

PASSED AND APPROVED this 9th day of January 2024, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

______________________________
Kimbley Craig, Mayor

ATTEST:

_________________________
Patricia M. Barajas, City Clerk
Cellebrite Inc.
8065 Leesburg Pike,
Suite T3-302
Vienna, VA 22182
USA

Tel. +1 800 942 3415
Fax. +1 201 848 9982
Tax ID#: 22-3770059
DUNS: 033095568
CAGE: 4C9Q7
Company Website:
http://www.cellebrite.com

Quote

Quote# Q-363384-1
Date: Dec 18, 2023

Billing Information
City of Salinas
312 E Alisal St
Salinas, California 93901-4371
United States

Contact: Scott Sutton
Phone: 8317587143
Delivery Information
Scott Sutton
312 ALISAL ST
SALINAS, CA 93901-4371
United States

Contact: Scott Sutton
Phone: 8317587143
Wire To:

Bank Routing Number: 021000021
Account Number: 761020590
Account Name: Cellebrite Inc.

Check Remittance (Only for NA):

Cellebrite Inc. ,
PO BOX 23551
New York, NY, 10087-3551

End Customer: City of Salinas
Customer ID Good Through Payment Terms Currency Sales Rep SF-00070455 Feb 01, 2024 Net 30 USD Matt Robinson
Product Code Product Name Qty Start Date End Date Serial Number Net Price\Unit Net Price B-CNR-05-001 Inseyets Online Pro 1 Feb 01, 2024 Dec 31, 2026 0.00 0.00 S-UFD-20-003 InsEYEts Pro UFED
Subscription
1 Feb 01, 2024 Dec 31, 2026 10,596.58 10,596.58
S-UFD-20-006 InsEYEts Pro PA
Subscription
1 Feb 01, 2024 Dec 31, 2026 9,633.25 9,633.25
F-KAS-00-001 UFED Dongle Kit 1 66.09 66.09
F-KAS-05-000 InsEYEts Kit 1 1,404.47 1,404.47
S-AIS-20-002 InsEYEts Online
Unlimited Unlocks
1 Feb 01, 2024 Dec 31, 2026 250,464.61 250,464.61
Number of Sites: 1
SubTotal USD 272,165.00
Shipping & Handling USD 85.00
Sales Tax USD 25,183.12
Total USD 297,433.12

Comments:

Quote Number: Q-363384-1
Prepared by Matt Robinson

Page 1 of 2 ends

Terms and Conditions:
- This Quote/Proforma Invoice/Tax Invoice, together with the terms and conditions and license agreement listed below that are incorporated by reference to this Quote/Proforma Invoice (together, the “Agreement”), constitute an offer by Cellebrite. By signing this the Quote/Proforma Invoice, issuing a purchase order (or other ordering document) in connection with this the Quote/Proforma Invoice, or downloading and/or using the products identified in this the Quote/Proforma Invoice/Tax Invoice, the customer agrees to be bound by the terms of this Agreement. Any additional or different terms or conditions contained in any customer document, purchase order or other ordering document will not be binding upon Cellebrite unless expressly accepted in a document signed by a Cellebrite authorized signatory.

- Quote is subject to regulatory approval.

- Freight Terms: FCA (NJ)
- Limited Warranty: Hardware:12 Months; Software:60 days; Touch Screen:30 days - General: The following terms shall apply to any product at http://legal.cellebrite.com/us/index.html - EULA: All Cellebrite Software is licensed subject to the end user license agreement available at https://legal.cellebrite.com/End-User- License-Agreement.html
- Advanced Services (CAS): The following terms apply to Cellebrite Advanced Services at https://legal.cellebrite.com/CB-us-us/index.html - Premium: The following terms shall apply only to Cellebrite Premium at http://legal.cellebrite.com/intl/PremiumUS.htm - Pathfinder: The following terms apply to Cellebrite Pathfinder at https://legal.cellebrite.com/PF-Addendum.htm - Training Services: The following terms apply to Cellebrite Training Services at http://legal.cellebrite.com/intl/Training.htm - SaaS: The following terms apply to Cellebrite SaaS Services at https://legal.cellebrite.com/SaaS.htm - Endpoint Mobile: The following terms apply to Cellebrite Endpoint Mobile at https://legal.cellebrite.com/Endpoint-Mobile-Now.htm

In the event of any dispute as to which terms apply, Cellebrite shall have the right to reasonably determine which terms apply to a given purchase order.

Please indicate the invoice number when remitting payment

*SALES TAX DISCLAIMER: Cellebrite Inc. is required to collect Sales and Use Tax for purchases made from the following certain U.S.

States. Orders are accepted with the understanding that such taxes and charges shall be added, as required by law. Where applicable, Cellebrite Inc. will charge sales tax unless you have a valid sales tax exemption certificate on file with Cellebrite Inc. Cellebrite Inc. will not refund tax amounts collected in the event a valid sales tax certificate is not provided. If you are exempt from sales tax, you must provide us with your sales tax exempt number and fax a copy of your sales tax exempt certificate to Cellebrite Inc.

Please include the following information on your PO for Cellebrite UFED purchase:
- Please include the ORGINAL QUOTE NUMBER (For example - Q-XXXXX) on your PO - CONTACT NAME & NUMBER of individual purchasing and bill to address - E-MAIL ADDRESS of END USER for monthly software update as this is critical for future functionality

I, the undersigned, hereby confirm that I am authorized to sign this Quote/Proforma Invoice on behalf the customer identified above , and I hereby approve that my signature is legally binding upon the customer identified above.

Customer Name: ______________________

Signature:

\s1\

Effective Date:

\d1\

Name (Print):

\n1\

Title:

\t1\

Please sign and email to Matt Robinson at [email protected]

Quote Number: Q-363384-1
Prepared by Matt Robinson

Page 2 of 2 ends

City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-006, Version: 1
Direct Purchase of Police Vehicles for FY 24
Approve a Resolution authorizing the direct purchase of seventeen (17) Police Department vehicles for a total cost not to exceed $1,073,759.64.

City of Salinas Printed on 1/5/2024Page 1 of 1
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CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: JANUARY 9, 2024
DEPARTMENT: SALINAS POLICE DEPARTMENT
FROM: ROBERTO FILICE, CHIEF OF POLICE
BY: TONYA ERICKSON, POLICE SERVICES ADMINISTRATOR
TITLE: DIRECT PURCHASE OF POLICE VEHICLES FOR FY 24

RECOMMENDED MOTION:

A motion to approve a Resolution authorizing the Purchasing Officer (Finance Director) to directly purchase seventeen (17) vehicles for use by Police Department employees for a total cost not to exceed $1,073,759.60.

RECOMMENDATION:

Staff recommends that City Council authorize the Purchasing Officer (Finance Director) to directly purchase seventeen (17) vehicles for use by Police Department employees. Total cost for the vehicles shall not exceed $1,073,759.60.

EXECUTIVE SUMMARY:

The FY 2023-24 City Budget provided funding to purchase new and replacement vehicles for use by Police Department employees, and the Police Department has received additional grant funds to purchase vehicles to support grant activities . Given current inventory and purchasing challenges, and the immediate action required to successfully purchase an available vehicle, we are asking for authorization to purchase seventeen (17) vehicles identified as necessary, when such vehicles can be located, provided the total cost of each vehicle does not exceed the projected not to exceed cost identified in this Report and also provided the total cost for all the vehicles does not exceed $ 1,073,759.60. A separate request for the direct purchase of associated emergency equipment will be submitted in the coming months.

BACKGROUND:

The FY 2023-24 City Budget provided funding to Departments to purchase new and replacement vehicles for use by Police Department employees and funding is available within the Department’s Operating and/or Capital Improvement Pr ogram (CIP) Budget. The Police Department has also secured an Organized Retail Theft Prevent Grant which provides funding for three vehicle s to Page | 2
support grant activities. The Department has identified new and replacement vehicle priorities based upon funding availability, and those purchases are identified in this Report.

The Salinas Plan identified the following goal related to Operational Efficiencies: “Implement a Citywide fleet strategy to centralize fleet operations, contract out non -routine fleet repair and maintenance functions, and develop fleet tracking, rightsizing, and replacement plans .” Over the last several years, the City has made steady progress toward this goal. In 2020 Public Works began performing routine repair and maintenance for Police Department vehicles, and in 2023 they began expanding services to include emergency equipment repair and installation on Police Vehicles. In 2021, Public Works implemented Fleetio, a fleet management software, to track and manage Citywide fleet vehicles and operations. In 2021 the Police Department developed a Fleet Replacement Plan to focus on standardization of vehicles, establishment of replacement cycles, and electrification of City fleet vehicles.

Over the last few years, all Departments have struggled with purchasing fleet vehicles.

Departments have spent significant time trying to locate or order new and replacement vehicles.

Not all vehicles are consistently available for purchase via State Contract, and local dealerships are often charging premiums on desired vehicles, especially hybrids. W hen vehicles do become available, dealerships ask for an immediate commitment or issuance of a purchase order which requires City Council approval. In the case of Police Patrol Vehicles, the pricing and order window have not yet been established but we have been told that orders will be cancelled if a purchase order is not generated within 30 days. Given the challenge with locating available vehicles at competitive cost we are requesting authorization to purchase target vehicles, once located, as long as the total cost for each vehicle does not exceed the projected not to exceed amount identified in this Report and also provided the total for all the vehicles does not exceed the total amount identified in this Report . Given the delay between ordering and receiving vehicles, emergency equipment necessary to upfit police vehicles is not included in this report. A separate request for the direct purchase of emergency equipment will be submitted to City Council in the coming months once delivery dates are confirmed and quotes for emergency equipment can be obtained.

The chart contained within this report identifies the target vehicle and pricing information for each vehicle needing to be purchased. Each vehicle has a Not to Exceed (NTE) total which represents the maximum purchasing authority granted. Additionally, purchases may not exceed the total fleet-related appropriations within the Police Department’s FY 202 3-24 budget and/or related grant budget . Target vehicles are identified, though substi tutions to equivalently priced and equipped vehicles may be necessary due to inventory challenges. Purchases of alternate makes or models will be subject to review by the City’s Fleet Manager based upon how the vehicles fit within the City vehicle standardization framework, ability to provide internal maintenance and repair services, and projected vehicle reliability. The Police Department will make every effort to purchase locally, but given the market conditions and vehicle availability, that may not be possible.

All requested purchase amounts are based upon an underlying pricing source – either a quote or the publicly available State contract price. We have also incorporated the 9.25% sales tax for the City of Salinas, as well as $1,000 to account for any potential dealer fees. The State contract price is generally below the Manufacturers Suggested Retail Price (MSRP) price, or the price available via local dealerships, thus we are requesting authorization of a contingency amount to allow for Page | 3
the higher price. Additionally, the State contract price is based upon current model year and may not be available, thus we are more likely to secure a vehicle with the next model year. To account for an anticipated new model year price increase of up to 15%, as well as the 10% local purchasing preference, we have calculated a 25% contingency for each vehicle.

Target Vehicle
Pricing
Resource Qty
Per-Vehicle
Price
Taxes &
Fees
25%
Contingency
NTE (Per
Vehicle)
Ford Explorer (or alternate
SUV, truck or sedan)
State
Contract 4

41,317.86

4,821.90

11,534.94

57,674.70
RAV 4 Hybrid (or alternate
SUV/ sedan)
State
Contract 2

31,523.00

3,915.88

8,859.72

44,298.60
Ford Interceptor Pursuit
Last FY
Quote 11

49,309.00

5,561.08

13,717.52

68,587.60
TOTAL VEHICLES 17 NOT TO EXCEED (NTE) TOTAL

1,073,759.60

Based upon the information provided within this report, t he C ity Council has the authority to approve this direct purchase under Salinas Municipal code Section12 -27 and without application of the local purchasing preference pursuant to Salinas Municipal Code Section 12 -28.080; however, preference will b e given to local vendors when such vehicles are available and within the not to exceed amounts identified in this Report.

CEQA CONSIDERATION:

Not a Project . The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

Approving the proposed resolution will support the City Council’s Strategic Plan Goals related to Public Safety and Effective and Culturally Responsive Government.

DEPARTMENTAL COORDINATION:

The Police Department and the Public Works Department will collaborate on purchases and coordinate with the Finance Departments during the purchasing process.

FISCAL AND SUSTAINABILITY IMPACT:

No additional funds are requested to support this purchase. Funds are appropriate and available within the Department’s FY 2023-24 Budget. Specific accounts to be utilized include:
 Vehicle Replacement Fund - Police, 7121.40.4130
 BSCC Organized Retail Theft Grant, 3282.40.7421

ATTACHMENTS:

Page | 4

Resolution
1 RESOLUTION NO. (N.C.S.)

RESOLUTION AUTHORIZING THE DIRECT PURCHASE OF
POLICE VEHICLES FOR FY 24

WHEREAS, the FY 2023-24 City Budget as well as the Organized Retail Theft Grant provides funding to purchase new and replacement vehicles for use by Police Department employees, and the Department has identified vehicle needs and priorities, as well as the target vehicle and price for purchase; and

WHEREAS, all requested purchase amounts are based upon an underlying pricing source (quote or State contract price), and includes taxes, fees and a 25% contingency when determining the per-vehicle Not to Exceed amount as identified in this Resolution; and

WHEREAS, the City Council can approve this purchase pursuant to Salinas Municipal Code Section 12 -27 ( exception to low -bid based competition ) in contracting for equipment, materials, supplies and services and pursuant to Salinas Municipal Code 12 -28 (local purchasing preference).

NOW, THEREFORE, BE IT RESOLVED the Salinas City Council authorizes the Purchasing Agent to complete the direct purchase of seventeen (17) vehicles identified as necessary by the Police Department, when such vehicles can be located, provided the total cost of each vehicle does not exceed the projected not to exceed cost identified in this Resolution and also provided the total cost for all the vehicles does not exceed $1,073,759.60.

Target Vehicle
Pricing
Resource Qty
Per-Vehicle
Price
Taxes &
Fees
25%
Contingency
NTE (Per
Vehicle)
Ford Explorer (or alternate
SUV, truck or sedan)
State
Contract 4

41,317.86

4,821.90

11,534.94

57,674.70
RAV 4 Hybrid (or alternate
SUV/ sedan)
State
Contract 2

31,523.00

3,915.88

8,859.72

44,298.60
Ford Interceptor Pursuit
Last FY
Quote 11

49,309.00

5,561.08

13,717.52

68,587.60
TOTAL VEHICLES 17 NOT TO EXCEED (NTE) TOTAL

1,073,759.60

PASSED AND APPROVED this 9th day of January, 2024, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
2 APPROVED:

______________________________
Kimbley Craig, Mayor
ATTEST:

_________________________
Patricia M. Barajas, City Clerk
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-007, Version: 1
Street Sweeping No Parking Signage Outreach - Phase 2
Approve a Resolution approving a Professional Services Agreement in the amount of $140,000 between the City of Salinas and California Public Relations & Advocacy LLC for Phase 2 of Community Outreach and Engagement for No Parking Street Sweeping signage program.

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CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: JANUARY 9, 2024
DEPARTMENT: PUBLIC WORKS
FROM: DAVID JACOBS, DIRECTOR
BY: HEIDI NIGGEMEYER, NPDES PROGRAM MANAGER
TITLE: PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY

OF SALINAS AND CALIFORNIA PUBLIC RELATIONS &

ADVOCACY LLC FOR PHASE II OF THE STREET SWEEPING
“NO PARKING ” SIGNAGE COMMUNITY OUTREACH

PROGRAM

RECOMMENDED MOTION:

A motion to approve a Resolution authorizing the City Manager to execute an agreement with California Public Relations & Advocacy LLC for Phase II of the Community Outreach for the No Parking/Street Sweeping signage program in an amount not to exceed of $140,000.

EXECUTIVE SUMMARY:

On January 10, 2023, the City Council approved a contract between the City and California Public Relations & Advocacy LLC (Consultant) to develop a robust community outreach and education program to educate and support the implementation of a “No Parking” street sweeping signage program citywide.

Throughout 2023, the Consultant partnered with City staff to develop and implement a comprehensive community outreach , education, and communications plan; developed bilingual digital and printed educational materials for use on the City’s social media channels, website, and print collateral ; provided direct support at community events ; engage d in one-on-one with community-based organizations and elected official offices to share information and strengthen relationships for the City ; and provided suppor t to advance the “No Parking” street sweeping signage program.

The strategies and tactics of the Consultant’s outreach and education plan coincided with the anticipated development and implementation of the City’s new street sweeping routes. City staff originally anticipated that the City’s new street sweeping routes would be available in Summer 2023 and that the permanent “No Parking” signs be installed late Fall or early Winter 2023.

However, due to unanticipated delays in the development of the City’s new street sweeping routes, elements of the Consultant’s outreach and education plan have also been delayed. To align the

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outreach and communications plan with the current status of the street sweeping signage program, Consultant developed a “Phase II Outreach and Education Plan.”

Phase II builds off work done in 2023, ensures continuity in the current street sweeping outreach and education efforts, and continues t o build momentum for the implementation of a robust community engagement effort once the new street sweeping routes have been finalized in 2024.

BACKGROUND:

The City of Salinas’ street sweeping program is an essential ground control strategy to recover pollutants from roads and rights-of-way before they can enter the storm drain system. Salinas has approximately 700 road miles that require sweeping. In order to increase the effectivenes s of the City’s street sweeping program, the City’s current NPDES permit requires the City implement a “No Parking” street sweeping signage program throughout the City on all high and medium priority streets. 1 A “No Parking” mandate is the most important a ction taken to dramatically increase the street -dirt removal performance of sweepers. The City recognizes that a significant increase in the amount of debris removed from the streets by sweeping will translate to much greater removal of pollutants that wou ld otherwise be transported by urban runoff to our local creeks and rivers.

Per the City’s NPDES permit, the City has already categorized the City’s streets as high, medium, and low priority according to historical debris accumulation rates, street pavement condition indices (PCIs), frequency of sweeping, type of sweeper used, and sweeper acce ss to the curb. To achieve the greatest pollutant load reduction with the limited resources available, the City intends to restrict parking in the high priority streets first.

In 2022, the City determined that in order to facilitate better implementation of the “No Parking” street sweeping signage program, the City needed to perform community education, outreach, and engagement to ensure the community is informed of the upcoming implementation of this program and the benefits to water quality this program provides. A request for proposals (RFP) for interested firms was advertised on August 12, 2022, on “PlanetBids” website for the community outreach and education program. One submittal was received from California Public Relations & Advocacy LLC.

On January 10, 2023, City Council approved a one-year contract with California Public Relations & Advocacy LLC , through Resolution No. 22554, to implement a Community Education and Outreach program addressing “No Parking” street sweeping signage that included:

 Coordination with City staff and community organizations on a public engagement program
 Creating a bilingual community engagement strategy
 Developing bilingual materials to post outreach information on radio, website, and social media regarding the water q uality benefits of have the “No Parking” street sweeping signage program

1 City of Salinas Municipal Stormwater Permit, Order R3-2019-0073, Section M.6.c.ii.

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 Developing bilingual workshops/community meetings held in each of the City Council Districts to inform the community of the proposed program and its benefits to water quality  Creating a summary report of the engagement process and stakeholders reached  Developing a set of recommendations and action items for inclusion in the “roll out” of the street sweeping signage program

To date, the Consultant has performed the following for the City:

 In coordination with City staff and in consultation with community -based organizations, developed a comprehensive multilingual communication, media relations, and community engagement plan that leverages digital media, traditional media, community -based organizations, and community events to educate and engage Salinas residents on street- sweeping.
 In developing the robust engagement strategy, the Consultant has consulted with City staff and community organizations to identify the various languages in which Salinas residents communicate. Languages identified include, but are not limited , to English, Spanish, Triqui, Mixtec, Zapotec, Mandarin, Vietnamese, Tagalog, Korean, and more.  The Consultant has produced ongoing digital media content (e.g., social media posts, digital flyers and brochures), press releases, media advisories, print brochures, flyers, and door hangers in both English and Spanish.
 The Consultant m et one -on-one with representatives from various community-based organizations and elected official offices in Salinas to educate, establish relationships, and identify interest in partnering on communication efforts for the street sweeping program .

Consultant met with Building Health Communities, Center for Community Action, Centro Binacional, Ecology Action, La Cooperativa Campesina, MILPA, Mujeres en Acción, Assembly Speaker Robert Rivas’ staff, State Senator Anna Caballero’s staff.  The Consultant p articipated in three community events to directly engage and educate Salinas residen ts about the street sweeping program , including the June “No Parking” Street Sweeping Campaign Launch at Closter Park; October La Paz Park and Neighborhood Cleanup Event and; the Annual Ciclovia Event also held in October.  Tracked and provided campaign analytics to City staff regarding outreach and communications efforts (2023 Street Sweeping Outreach and Education Recap).  Developed a comprehensive set of recommendations for Phase II to ensure inclusive community engagement during the “roll out” of the s treet sweeping signage program, which is covered below.

PHASE II of the Community Education and Outreach program addressing “No Parking” street sweeping signage will include the following:

 Direct Community Engagement . In Phase II, the Consultant will coordinate with community-based organizations (CBOs) and elected officials to host informational sessions and conduct direct outreach to their constituents throughout the implementation of the program. Consultant will also partner with City staff and CBOs to conduct door-to- door visits at homes and businesses located in medium and high-priority neighborhoods.

Consultant will partner with City Councilmembers to host town hall meetings in each

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district as the signage program rolls out. The Consultant will develop a model community engagement strategy to be incorporated in other City engagement efforts.  Paid Radio, Social Media, and Sign Advertising . In Phase II, Consultant will manage an expanded paid advertising strategy to educate and communicate developments of the street- sweeping signage program. Radio stations include, but are not limited, to Radio Lazer, La Mejor, La Mexicana. Social media channels include, but are not limited to, WhatsApp, Facebook, Instagram, and Nextdoor. Sign advert ising opportunities include , but are not limited to, Monterey-Salinas Transit buses.
 Translation into Multiple Languages. In Phase I of the outreach and education program, City staff and Consultant have identified a need to translate educational material into multiple languages, including but not limited to Spanish, Triqui, Mixtec, Zapotec, Mandarin, Vietnamese, Tagalog, Korean, and more.
 Earned Media Efforts. Consultant will continue to develop media relationships and pitch local and regional media outlet s to secure coverage of the City’s street sweeping signage program to build awareness and communicate important information to the public.  Ongoing Education via the City’s Social Media Channels and Website. Consultant will continue to develop inclusive and educational content for the City’s digital media channels.  Reporting and Analytics. Consultant will continue to track and report data associated with the outreach and educational efforts and provide regular reports as requested by City staff.  Final Report with Recommendations . Consultant will provide a final report, with recommendations for the City’s consideration. Topics include a debrief of the “No Parking” street sweeping campaign, and considerations for future engagement.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

In addition, CEQA Guidelines Section 15061 includes the general rule that CEQA applies only to activities which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. Because the proposed action and this matter have no potential to cause any effect on the environment, or because it falls within a category of activities excluded as projects pursuant to CEQA Guidelines section 15378, this matter is not a project. Because the matter does not cause a direct or foreseeable indirect physical change on or in the environment, this matter is not a project. Any subsequent discretionary projects resulting from this action will be assessed for CEQA applicability.

STRATEGIC PLAN INITIATIVE:

The proposed project and agreement meet the City Council’s Strategic Plan Initiative s of Infrastructure and Environmental Sustainability (improving the appearance of local streets) and Public Safety ( engaging neighborhoods and enhancing the abandoned vehicle abatement program).

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DEPARTMENTAL COORDINATION:

This project relies on coordination between the Public Works Dept (NPDES Division) and the Community Development Dept to coordinate outreach at public meetings and community events and utilize successful outreach techniques and contacts developed by the Community Development outreach team.

FISCAL AND SUSTAINABILITY IMPACT:

Funding is available and appropriated in Fund 3911.50.8192 – Stormwater Green Infrastructure.

ATTACHMENTS:

Resolution
Professional Services Agreement – Street Sweeping Outreach_CPRAD_Phase 2

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Salinas City CouncilJanuary 9, 2024

Salinas City Council
January 9, 2024