Cities Index.
Agenda

Ceres City Council
April 14, 2025

Document
Agenda
Meeting
April 14, 2025
Body
Ceres City Council
Pages
18
Original file
48.5 MB
Text extracted from the city's file for reading and search. Open the original on www.ceres.gov. That file is the official record.

properly address traffic and air quality impacts and new impacts requiring a subsequent or supplemental EIR; various violations of the City's Municipal Code especially as to zoning matters including misapplication of the findings needed for approval of a CUP under CMC §18.30.090, failure to address the threshold matters in CMC §18.30 .010 regarding the necessity of a particular development to the City and that the use is in no way detrimental to surrounding properties or uses permitted in the zone, and failure to properly consider the automobile service station portion of the project; failure to address adverse impacts on the neighborhood such as increased crime; and misapplication of the "infill" policies of the City.

A fuller presentation of the appeal will be made to the City Council.

Attached is the appeal application fee of $630.00. Also, we tried to locate the appeal form described in CMC§§ 18.30.110 and 18.34.010 and could not do so. If there is such a form, please forward it to me and we will augment this appeal letter. cc: City Manager
City Attorney
Community Development Director
Client
ITEM 10
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cay of Ceres

FINANCE DEPT
2220 Magnolia St.

Ceres, CA 95307
209-538-5700
11/27/2024 10:44AM CHRISTINAM
002706-0018

MISCELLANEOUS
Description: BL-HOME
OCCUPATION PERMIT (0625)
Reference l: 24-09
Reference 2: Petrulakis
2025 Item: 0625
1 @ $630.0000
Subtotal
Total
CHECK
Check Number006472
Change due
$630.00
____ ,.. _______ _ _
$630.00
$630.00
$630.00
"$630.00
____ . __ _ .... -- ----
$0 .00
Thank you for your payment

CUSTOMER COPY
0UPLIC~TE RECEIPT
ITEM 10
4/ftlll c;~(C uP J
• • APPLICATIO NO. 24- 2 ~ 0Y

PLANNING DIVISION APPLICATION, ENVIRONMENTAL REVIEW - - /

AND MAINTENANCE FEES

APPLICATION FEES
0 SITE PLAN APPROVAL
Site Plan Approval (Custom Rc_sidcntial)
062'5 100-6-712-70
Site Plan Approval - Commercial/Industrial (Hearing) '> 100.00
1,230.00
1,060.00
670.00
920.00
920.00
650.00
Site Plan Approv al Amendment - Commercial/lndu slriol (Hearing) Site Plan Approval Amendment - Commercial/lnduslrial Staff Level Site Plan Approval - Residenti al (Hearing)
□
□
□
Site Plan Appro l/al A111011!1me11t - Residential (Hearing) Site Plan Approval Amendment -- Residential (Staff Level)

VARIANCE

CONDITIONAL USE PERMIT
§
Hearing, Major
Hearing, Minor
Staff Level-Request for Minor Amendment

PLANNED COMMUNITY DEVELOPMENT PLAN
B
Planned Community Development Plan
Planned Community Development Plan Amendment
0625 100-6-712-70 1,170.00
0625 100-6-712-70
0625 100-6-712-70
1,400.00
1,220.00
920.00
1,500.00
1,250.00
□ REZONE/PREZONE/PLANNED COMMUNITY MASTER PLAN 0625 I 00-6-712-70 1,440.00 0 TENTATIVE PARCELrfRACT MAPS
~
Tentati ve Parcel Mnp 4 or less
Tentativ e Tract Mnp 5 or More
Tentative Troct/Parcc l Mnp Amendment
Tentative Tract/P arcel Map Time Extension
_ Lot Linc Adju stments
0 TIME EXTENSION
0 SIGN PERMIT
0 DEVELOPMENT AGREEMENTS /PLANS
□
□
□
0Devel opment Agreem ent (a)
Oocvclopment Agreement Amendm ent (a)
Ooevelopm ent Plan - Specific/Master Plan (c) (d)
0Development Plan - Specific /Master Plan Amendment (a) GENERAL PLAN AMENDMENT (a)
ANNEXATION (a) (b)

ZONING ORDINAN CE TEXT AMENDMENT
' ' OUT OF BOUNDARY SERVICE ,AGREEMENT
AL
ppeal of Planning Commission Decision
ppcal of Planning Manager Determination

PLANNING COMMISSION INTERPRETATION

ENVIRONMENTAL REVIEW FEES
□
□
INITIAL STUDY/MITIGATED NEGATIVE DECLARA TION(f)
ENVIRONMENT AL IMPACT REPORT ( c) ( d)
DEPT. OF FISH AND WILDLIFE FEES
□ REVIEW OF NEGATIVE DECLARATION/MITIGATED NEG. DEC.(c) □ REVIEW OF EIR{c)
□ NOTICE OF EXEMPTION.(e)
□ NOTICE OF DETERMiNATION.(e)
0627 100-6-714-70
0630 I 00-6-716-70
0625 100-6-712-70
0625 100-6-712-70
9200 787-XXX
9200 787-XXX
9200 787-XXX
9200 787-XXX
9200 787-XXX
9200 787-XXX
9200 787-XXX
1,940.00
2,040.00
1,250.00
390.00
910.00
650.00
140.00
2,000.00 DEPOSIT/HOURLY RA TES
2,000.00 DEPOSIT/HOURLY RA TES
2,500.00 DEPOSIT/HOURLY RA TES
1,000.00 DEPOSIT/HOURLY RA TES
2,000.00 DEPOSIT/HOURLY RA TES
2,000.00 DEPOSIT/HOURLY RA TES
J ,000 .00 DEPOSJT/HOURL Y RA TES
0630 I 00-6-716-70 1,000.00 (LAFCO Hearing)/$500 (Staff level) 0625 100-6-712-70 630.00
0625 100-6-712-70 315.00
0625 100-6-712-70 500.00
0630 I 00-6-716-70 880.00
9200 787-XXX 2,500.00 DEPOSIT/HOURLY RATES
0451 787-201 2,916.75
0451 787-20 I 4,051.25
0630 100-6-716-70 57.00
0630 100-6-716-70 57.00
d630-
ITEM 10
RECORDING REQUESTED BY:

CITY OF CERES
When Rec
orded mail to:

City
of Ceres
Planning and Building Division
2220 Magnolia Street
Ceres, CA 95307
DRAFT
RESOLUTION NO. PC 24-20
RESOL

UTION OF THE CITY OF CERES PLANNING COMMISSION

APPROVING A CONDITIONAL USE PERMIT ENTITLEMENT REQUEST TO CONSTRUCT A 5,951 SQUARE FOOT BUILDING FOR A MAVERIK FUELING STATION CONVENIENCE STORE WITH 24 FUEL PUMPS AND SITE
IMPROVEMENTS. APPLICATION NUMBER: CUP-24-09.

PROPERT
Y OWNER: E sam Khacho, Trustee of the Esam Khacho Trust 301 Mitchell Road
Modesto, CA 95354

APPLICAN
T: Maverik – Todd Meyers
185 S. State Street, Suite 800
Salt Lake City, Utah94111

APPLICAN
T’S
REPRESENTATIVE: SDC – Catherine Otis
245 E. 3rd Street
Long Beach, CA 90802
SITE L
OCATION: Southeast corner of Mitchell Road and Rohde Road, Ceres, CA 95307
(APN: 041-018-007)

WHEREAS,
the Planning Commission of the City of Ceres, State of
California, ha s considered said application proposing a Conditional Use Permit entitlement request to construct a 5,951 square foot Maverik Fueling Station convenience store with 24 fuel pumps; and,

WHEREAS,
the Planning Commission held a duly noticed public hearing on November 18, 2024 at 6:00 p.m. and considered all testimony and comment presented whether orally or in writing; and,

WHEREAS,
the property affected by this resolution is located on the southeast corner of Mitchell Road and Rohde Road, Ceres, CA 95307, identified by Assessor’s Parcel Number 041-018-007; and,
ITEM 10

EXHIBIT A

WHEREAS, the Planning Commission based on the evidence within the staff report and project file find that:

1. The proposed Conditional Use Permit application is consistent with the purpose and intent of the “RC, Regional Commercial” land use designation of the Ceres General Plan.

2. The proposed Conditional Use Permit application is consistent with the purpose and intent of t he “RC, Regional Commercial” zoning designation as defined in the City of Ceres Municipal Code.

3. With the conditions of approval imposed on this Conditional Use Permit application, the proposed use will have no adverse effect on surrounding properties or on any wildlife or wildlife habitat.

4. The conditions stated in the decision are deemed necessary to protect the public health, safety, and general welfare.

NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Ceres as follows:

Section 1. The Planning Commission hereby confirms that the Conditional Use Permit is consistent with the original Environmental Impact Report prepared for the Mitchell Ranch Center and the mitigated negative declaration prepared for the Ceres Gateway Center , pursuant to Section 15168(c)(2) of the California Environmental Quality Act (CEQA), and that approval of this Conditional Use Permit entitlement is not subject to further environmental review.

Section 2. The establishment and operation of 24-09 ( CUP) requires compliance with the conditions of approval contained in this resolution and attached as Exhibit “A” on file in the Planning and Building Division, as well as the approved plan set attached Exhibit “B” , which shall be binding on all heirs, assignees, and successors in interest of said property.

Section 3. The Director of Community Development or designee is hereby directed to record this Resolution at the office of the County Recorder of the County of Stanislaus.

Section 4. The conditions of project approval set forth herein include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020 (d) (1), these conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the ninety (90) day appeal period in which you may protest these fees, dedications, and reservations other exactions, pursuant to Government ITEM 10
Code Section 66020 (a), has begun. If you fail to file a protest within this ninety (90) day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exaction.

I HEREBY CERTIFY that the foregoing Resolution was passed and adopted by the Planning Commission of the City of Ceres at a regularly scheduled public hearing held on the 18
th day of November 2024, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

CERINA OTERO, CHAIRPERSON

CITY OF CERES

PLANNING COMMISSION

ATTEST:

________________________________

ANN MONTGOMERY

ADMINISTRATIVE SECRETARY

CITY OF CERES

ATTACHMENTS:

Exhibit A: Conditions
Exhibit B: Approved Plan Set

ITEM 10
EXHIBIT “A”

CONDITIONS OF APPROVAL

24-09 (Conditional Use Permit)

City of Ceres

Southeast corner of Mitchell Road and Rohde Road
Ceres, CA 95307
APN: 041-018-007

Approved by the Planning Commission: November 18, 2024
Approved by the City Council: N/A
Amended by Staff/PC/CC on N/A

A. PROJECT AUTHORIZATION

1. The project shall be in conformance with all City Ordinances, rules, regulations, and policies. The conditions listed below are particularly pertinent to this approval, but shall not be construed to permit violation of other laws and policies not so listed.

2. Approval is limited to the conformance of the land use and zoning.

Use of the property shall be limited to those permitted uses per the “RC, Regional Commercial” zoning district.

3. This Site Plan Approval entitlement shall expire within 24 months (November 18, 2026) unless a building permit is issued, or the use is exercised, or a request for extension is received by the City prior to expiration of the permit and approved by the Planning Commission. IT SHALL BE THE RESPONSIBILITY OF THE

APPLICANT/PROPERTY OWNER TO BE AWARE OF THE

EXPIRATION DATE OF THIS ENTITLEMENT AND TAKE THE

NECESSARY STEPS TO ENSURE THE APPROVAL OF THIS
ENTITLEMENT REMAINS VALID. IT SHALL NOT BE THE CITY

OF CERES RESPONSIBILITY T O NOTIFY THE
APPLICANT/PROPERTY OWNER OF THE PROJECT’S
EXPIRATION DATE. IF AN APPROVED ENTITLEMENT

EXPIRES, THE APPLICANT/PROPERTY OWNER SHALL BE

REQUIRED TO SUBMIT A NEW APPLICATION REQUEST FOR
THIS PROJECT.

ITEM 10

B. PROJECT SPECIFIC CONDITIONS

Prior to issuance of a Final Site Plan Map, the applicant shall demonstrate conformance to the following conditions to the satisfaction of the Planning and Building Division:

1. The applicant shall respond in writing to all conditions contained in this document and its attachments. Responses shall be in a letter format with each condition numbered and indexed for reference and shall describe how the condition has been met and shall, where applicable, direct the plan checker to the page and/or drawing detail that demonstrates compliance with the condition.

These changes shall be indicated with a delta or cloud symbol. A copy of these responses shall be provided with each set of the final site map and improvement plans. These changes shall be approved by the Planning Division PRIOR to the submittal, and City acceptance, of a Building Permit application.

2. This Conditional Use Permit (CUP) entitlement is for the construction of a 5,951 square foot Maverik Fueling Station with 24 fuel pumps and site improvements. A building permit will be required for the building, and the applicant shall pay all applicable fees, including but not limited to: City of Ceres Public Facility Fees, Stanislaus County Public Facility Fees, Mitchell Road Corridor Storm Drain Fees, Mitchell Road Corridor Specific Plan Reimbursement Fee, and Ceres Unified School District fees. These fees are adjusted annually. The applicant shall pay the fees in place at the time the building permit is issued. The project is required to comply with the requirements of the California Building Code that are in place at the time said building permit application is made for the building.

3. The project applicant will not be issued a building permit until there is an executed and recorded Improvement Agreement for off -site improvements around the project’s frontage.

4. A Certificate of Occupancy shall not be granted for any portion of the Maverick Fueling Station (pumps and/or convenience store) until all off-site improvements specified in the executed and recorded Improvement Agreement are completed and accepted by the City Engineer.

5. The applicant shall incorporate colors, materials, and architectural features as approved by the Planning Commission and are represented with the project elevations and colored renderings that are on file with the Planning Division. If the applicant desires to make any ITEM 10
changes to the colors or materials for the proposed building, such request shall be made in writing to the Director of Community Development or designee who will consider all requests and has the authority to approve those administratively. Approval of such requests shall be required prior to their installation.

6. The applicant shall comply with the following conditions for the development, which shall be completed prior to occupancy of the building constructed to the satisfaction of the Planning Division and Engineering Services Department:

a. The applicant shall provide a minimum of 24 parking spaces to serve this development . The applicant shall ensure that all parking stall lengths and widths and drive aisle widths meet City standards.

b. As applicable, the applicant shall install all water, sanitary sewer and storm drain systems, and related utilities required to serve the project. Calculations for these utilities shall be prepared by a licensed civil engineer for review and approval by the City Engineer.

c. The improvements associated with this project (i.e. parking lot striping/paving, sidewalks/walkways, pavement markings , signage and lighting, etc.) shall comply with all City standards to the satisfaction of the Planning Division and Engineering Services Department.

d. The applicant shall install streetlights , striping and signage , paving, and any necessary transitions in accordance with the City of Ceres Procedures, Standard Specifications and Standard Details.

e. Any proposed exterior lighting will need to be shielded and/or directed downward and away, so as not to create any glare onto Mitchell Road or Rohde Road and the neighboring properties.

f. The applicant shall ensure that the proposed parking lot areas for the project comply with ADA requirements to the sa tisfaction of the City of Ceres. Walkway areas near the buildings need to comply with ADA standards and must be maintained by the property owner.

g. The applicant shall provide three (3) separate water related service lines, including fire service, domestic service, and ITEM 10
irrigation service to serve this project and the applicant shall provide staff with detailed water calculations (sealed by a California licensed architect or Engineer).

h. The applicant/operator shall have HD quality monitoring cameras with 4k/1080p resolution for the exterior of the building at all times to the satisfaction and approval of the Ceres Police Chief. The applicant/operator shall always maintain the surveillance equipment in working order and keep the video recordings for 30 days to be made available to law enforcement upon request.

7. The applicant shall construct the proposed refuse enclosure as shown on the proj ect site plan. The refuse enclosure shall be constructed prior to granting occupancy for the building. Placement of th is enclosure, size and design, shall be subject to review and approval by the City. The refuse enclosure shall meet the size requirements as established in the City of Ceres Water Efficient Guidelines and Standards. The enclosure shall have a 6’ masonry (split face block) wall with solid metal gates in front that match the building’s field color.

At a minimum, textured block for the exteriors shall be provided for the enclosure and it is encouraged that it has some type of roof feature to limit the ability of someone to gain unauthorized access to the refuse bin. Plans for this enclosure shall be provided at building permit submittal. Trees/shrubs shall be positioned around the encl osure to screen from public view to the satisfaction of the Planning Division.

8. Prior to issuing any building permits for the project, the plans will need to include storm calculations and demonstrate how drainage will be or has been accommodated to the satisfaction of the Engineering Services Department. The applicant may wish to accommodate some storm drainage capacity on- site, as in a significant rain event the collection system may become inundated and lose capacity, which may result in some temporary localized flooding on-site.

9. Signage for the project will be subject to the requirements of Chapter

18.26 (Ceres Sign Code) of the Municipal Code. The applicant shall obtain the appropriate sign permit(s) and building permit(s) for all project signage (which shall meet City standards) and shall be reviewed and approved administratively by the Director of Community Development or designee. Allowable signage for this project includes the following:

a. For any proposed wall signs, the City will require said wall signs to be designed as individual channel lettering with an
appropriate background (not a cabinet type sign). The
maximum allowable sign area for a wall sign is 1 square foot of ITEM 10
sign area for every 1 lineal foot of primary building frontage and ½ square foot for every 1 linear foot of secondary frontage.

10. The applicant shall provide a standard food service grease trap for each building that has a kitchen/food prep area, which shall be approved by the County of Stanislaus Department of Environmental Resources. The applicant/future tenant(s) shall secure the necessary permits for the food service operations.

11. Any proposed “Bike Racks” for the project should be equally distributed throughout the “commercial shops” area near all buildings.

12. Any roof top mechanical equipment for the new buildings shall be screened from public view to the satisfaction of the City.

13. The applicant shall secure the necessary demolition permit(s) from the City of Ceres to demolish all/any existing structures on site.

14. The applicant shall comply with any requirements imposed by the San Joaquin Valley Air Pollution Control District (SJVAPCD).

15. The applicant shall comply with any requirements imposed by the Turlock Irrigation District (TID).

16. The applicant shall comply with any requirements imposed by the Stanislaus County Department of Environmental Resources.

17. The applicant shall provide “As -Built” drawings of the improvements including plan and profiles of the water, sanitary sewer and storm drain systems. Alignments shall be tied to a monumented property corner.

C. GENERAL CONDITIONS OF APPROVAL

Planning Division

1. Development shall conform to the plans designated by the City Planning Division as “Final Exhibit”. Final exhibit shall consist of the submitted map(s), site plan, floor plans, elevations and landscape plans amended by the applicant to reflect any changes indicated above in, Item B, Project Specific Conditions or required by the City in the approval process. The applicant shall submit any required amended site plans to the Planning Division within 90-days of project approval. Failure to submit the amended plans will result in a delay in processing and/or approval of those plans.

ITEM 10

2. The development impact fees and project processing fees due in connection with this project shall be based upon the fees in effect at the time the fee is paid unless modified by a Development Agreement or other mechanism approved by the City. All developers of property within this project site shall pay the appropriate City and County Public Facility Fees, Ceres Unified School District Fees and other applicable fees in place. These fees may be adjusted yearly based on the construction cost index or other method as approved by the City.

3. Any plans associated with the permit shall be in substantial compliance to the approved site plan and the development shall be consistent with applicable sections of the General Plan, Zoning Ordinance and applicable master plan. Violation of any provision(s) may result in Code Enforcement action, which may include revocation of permit and/or monetary penalties.

4. As applicable, the applicant shall meet all requirements of Pacific Gas & Electric, San Joaquin Valley Air Pollution Control District, Turlock Irrigation District (TID) and other utility agencies serving the project site to the satisfaction of the Planning Division.

5. The developer will defend, indemnify, and hold harmless the City, its agents, officers, employees and volunteers from and against all claims, lawsuits, or causes of action (whether brought solely against the City or jointly against both City, developer, or others), damages, losses, and expenses, including attorney fees, arising in any manner out of the approval or the application approved herein, including, without limitation, all actions or proceedings to attack, set aside, void or annul the permit granted pursuant to the City’s approval of the application referenced herein, provided the City notifies the developer within a reasonable time of any such claim, action or proceeding, and cooperates in the defense of such claims, actions or proceedings.

6. Prior to any construction activity, the developer shall inform all contractors of the possibility that human remains may be found on the site during construction activities. The applicant shall consult with the Native American Heritage Commission for reco mmended procedures if human remains are found.

7. As determined by the City, the applicant shall secure all necessary easements for reciprocal access, parking, landscaping and/or public utilities over the proposed property. Where required, location of all easements shall be agreed to with the City prior to the issuance of ITEM 10
building permits. These easements shall be recorded prior to issuance of a Certificate of Occupancy.

8. In addition to complying with the State of California’s Model Water Efficient Landscape Ordinance (MWELO) standards, the applicant shall be required to landscape and irrigate the property as stipulated by the City of Ceres Water Efficient Guidelines and Standards. The applicant, prior to building permit submittal, shall provide landscape and irrigation plans indicating the type, size and location of planted material, water usage calculations and irrigation plans. The Director of Community Development or his designee will review and approve all landscape and irrigation plans. A Landscape Maintenance Agreement form shall be signed and executed prior to issuance of a building permit.

9. The trash/recycling enclosure s for this project shall meet the size requirements established in the City of Ceres Water Efficien t Guidelines and Standards. Each enclosure shall have a six -foot textured masonry block with solid metal gates in front that match the building field color. In visible locations, the enclosures may be required to have stucco siding and provide landscape screening, such as climbing vines or bushes to the discretion of the Director of Community Development or his designee.

10. All signage shall be consistent with the standards and guidelines established in Section 18. 26 of the City of Ceres Municipal Code.

The placement and installation of said signs shall comply with both zoning and building codes in place at time of approval.

11. The applicant shall comply with the visibility obstructions at public intersections provisions in Chapter 12. 07 of the City of Ceres Municipal Code.

12. During the construction phase, the applicant shall ensure temporary outdoor storage of items will be screened with a fence or wall, as required. Depending on use, fences or walls shall not exceed eight (8’) feet in height including security measures , unless required for environmental mitigation or approval of the Planning Commission or City Council.

13. The applicant shall comply with the requirements of the San Joaquin Valley Air Pollution Control District regarding Rule 9510 to the satisfaction of the City of Ceres. If applicable, applicant shall submit verification of compliance or payment of fee to the satisfaction of the Director of Permits Services or designee from the Air District, prior to issuance of a building permit. Additionally, the applicant shall ITEM 10
incorporate measures per the SJVAPCD guidelines to reduce greenhouse gas emissions to the satisfaction of the SJVAPCD and to the City.

14. The Planning Division may approve minor amendments to the project, provided that the amendment is still in substantial conformance with the original approval of this entitlement. A request for a minor amendment shall be submitted in writing to the Planning Division. Any request that is not deemed minor in nature must be presented to the Planning Commission through the amendment process and the applicant shall pay the necessary processing fees.

15. The applicant and/or outside party have the right to appeal, within 10-days, any decision of the Planning Commission to the City Council per the provisions of Chapter 18. 30 of the Ceres Municipal Code.

16. The applicant shall comply with the applicable sections of both the Mitchell Road Corridor Specific Plan and the Ceres Municipal Code.

Engineering Services Department/Public Works Department

The applicant shall comply with the requirements imposed by the City of Ceres Engineering Services Department/Public Works Department, which may include, but not be limited to the following:

1. The applicant shall submit to the City of Ceres for review and approval, a grading and drainage plan prepared by a Registered Civil Engineer; shall obtain a grading permit; and shall post sufficient surety guaranteeing completion.

2. A soils report is required for the project. The applicant shall submit to the City of Ceres for review and approval, a detailed soils report certified by a Civil Engineer registered in the State of California and qualified to perform soils work. The soils report shall comply with the requirements of the current edition of the International Building Code with the current California amendments. The soils report shall provide design parameters for proposed building foundation, soil preparation, and specifications and recommendations for pavement sections, including loading areas and fire lanes.

3. The project may be subject to providing the Engineering Services Department (209-538-5792) with water and sewer analysis to ensure the City has sufficient capacity to serve the development.

ITEM 10

4. All services shall be installed and protected as per City standards.

Additional utility easements may be needed for sewer, water, and storm drainage.

5. Prior to issuance of building permits, a plan for preventing stormwater pollution and implementation of appropriate Best Management Practices (BMP’s) must be submitted to, and approved by, the Ceres Engineering Services Department. The plan shall comply w ith the State Water Regional Control Board Storm water Best Management Practices during construction.

6. The project shall be designed to incorporate “Low Impact Development (LID)” design parameters as well as a Stormwater Pollution Prevention Plan (SWPPP). The City needs a copy of the SWPPP prior to start of construction (grading). The applicant will be required to implement construction BMP's to prevent sediment from entering the street and the City's storm drain inlets, which includes gravel drives at entrance/exit points, wattles, and storm drain inlet filters, as well as keeping concrete wash, chemicals, etc. out of the storm drain system.

This shall be done to the satisfaction of the Engineering Services Department.

7. The applicant shall provide three (3) separate water related service lines, including fire service, domestic service, and irrigation service.

8. Prior to any work being conducted within the City right-of-way and prior to issuance of building permits, the applicant shall obtain an Encroachment Permit from the City. Prior to issuance of the Encroachment Permit, the applicant shall submit to the City of Ceres for review and approval, improvement plans prepared by a registered Civil Engineer; shall pay plan check and inspection fees; shall provide a cost estimate of the improvements; and shall post sufficient surety guaranteeing the construction of the improvements.

9. The applicant shall provide traffic control plans, prepared by a registered civil engineer, for all proposed work within the City right -of- way.

10. The applicant shall indicate, in writing to the City, the disposition of any water well(s) and any other water that may exist within the site. If any wells are proposed to be abandoned, or if they are abandoned and have not been properly sealed, they must be destroyed per County of Stanislaus requirements.

11. The project soils engineer shall submit a soils certification prior to placement of building foundations and pavement.

ITEM 10

12. The applicant shall submit pavement design sections to the Engineering Services Department for review and approval prior to placement of pavement.

13. All improvements shall be constructed in accordance with City standards and to the satisfaction of the Engineering Services Department.

14. The applicant shall comply with San Joaquin Valley Air Pollution Control District regulations for the construction phase of this project.

DURING CONSTRUCTION, THE FOLLOWING CONDITIONS
SHALL APPLY:

15. If any hazardous waste is encountered during the construction of this project, then all work shall be immediately stopped and the Stanislaus County Environmental Health Department, the Fire Department, the Police Department, and the City Inspector shall be notified immediately. Work shall not proceed until clearance has been issued by all of these agencies.

16. The developer shall keep adjoining public streets free and clean of project dirt, mud, materials, and debris during the construction period, as is found necessary by the City Engineer.

17. If grading is to take place between October 1 and May 1, both temporary and permanent erosion control plans shall be submitted for review and approval along with the grading plan. Permanent erosion control measures shall include hydro- seeding of all graded slopes within 60-days of completion of grading.

18. Where soil or geologic conditions encountered in grading operations are different from that anticipated in the soil and/or geologic investigation report, or where such conditions warrant changes to the recommendations contained in the original soil investigation, a revised soil or geologic report shall be submitted for approval by the City Engineer.

19. Sufficient surety guaranteeing the public improvements for a period of one year shall be provided.

20. If there are substantial changes in the size, alignment, grades, etc. during construction, then original "as-built" plans on the standard size sheets will be certified by the Project Civil Engineer and returned to the City Engineering Services Department office.

ITEM 10

Building Division

1. The proposed development requires the approval of building permit(s) and it shall be subject to comply with the currently adopted California Building Code and disability accessibility as approved by the Building Division at the time of building permit issuance.

2. The applicant shall list all color and materials on the construction drawings when submitted to the City’s Building Division.

3. An automatic fire sprinkler system will be required for each building that is 5,000 square feet or more in size.

4. Approval of this project is not an authorization to commence construction. Building construction, alterations, repairs, sign erection or occupancy shall not be permitted without prior approval of the Building Division through issuance of any required permits.

5. All construction shall meet the requirements of the current adopted California Building Code, and disability accessibility as approved by the Building Division.

6. The applicant shall obtain approval of a City of Ceres building permit for the project and shall pay all applicable fees, including but not limited to: City of Ceres Public Facility Fees, Stanislaus County Public Facility Fees, and Ceres Unified School Di strict fees. These fees are adjusted annually. The applicant shall pay the fees in place at the time the building permit is issued.

7. The applicant shall provide on- site restroom facilities during construction.

8. Accessible parking stalls shall have a dimension of 17’ x 19’ with the access area on the passenger side. ADA accessibility to the proposed building shall be required per State and Federal Law and to the approval of the Building official.

9. The project will be subject to approval from the San Joaquin Air Pollution Control District.

Fire Department

The project shall conform to any requirements imposed by the Fire Department, including, but not limited to:

ITEM 10

1. All construction shall conform to the requirements of the Ceres Building Division and Ceres Ordinance 84-625, as amended pertaining to the Uniform Fire Code and Ordinance 80- 546, as amended, pertaining to Automatic Sprinklers.

2. An automatic fire sprinkler system is required for each building that is 5,000 square feet or more in size. Each sprinkler system must be approved by the Fire Marshal.

3. A Knox type key emergency access box is required for each building, mounted between 6-8 feet AFF. Location to be specified by the Ceres Emergency Services.

4. FDC for fire sprinklers requires a fire hydrant to be within 90 feet.

5. FDC shall be labeled by metal-tag with address of building it serves.

6. All emergency vehicle access points and proposed utilities shall ensure cross -easements and shall be located per the proposed development plans unless modified by these conditions.

7. All emergency vehicle access areas shall be constructed of an all - weather material approved by the Ceres Emergency Services.

8. An approved fire alarm system is required for each building and each system shall be 24- hour monitored by an approved and UL listed monitoring station.

9. Fire hydrant(s) are required. All fire hydrant(s) shall be spaced 300 feet apart in which both on and off site location to be approved by Ceres Fire Department. Fire hydrants shall also be within 50 feet of the Fire Department Connection on the same side roadway for the Automatic Fire Sprinkler System. They shall be connected to a minimum main size of 8 inches for a dead- end hydrant and 6 inches for a looped system.

10. Each hydrant shall be Rich 960 or equal and be within 50 feet of each Fire Department Connection ( FDC). Fire Department Connections (FDC’s) shall be located per Ceres Fire Department specifications.

11. Fire main layout shall be reviewed and approved by the Ceres Emergency Services. All water systems shall be looped when supplying more than one hydrant.

12. The applicant shall provide and install security lighting for the project.

ITEM 10

13. A minimum of 48-hour notice is required for all inspections.

14. All vertical obstructions shall be higher than 13 feet 6 inches.

15. Address numbers on the building shall clearly be visible from the street in contrasting color. Front and rear doors to have address numbers (or Suite numbers) 6” in size.

16. The applicant shall mark fire lanes within the project in the locations as approved by the Fire Marshall.

17. Permanent all weather signage (minimum 3 inch letters/numbers – red background with white letters – shall be installed at:

a. Main Electrical Disconnect
b. Main Gas Shutoff
c. Electrical Room

Police Department

1. The project will be required to conform to the provisions of the Public Peace, Safety and Morals section of the Ceres Municipal Code.

ITEM 10

ITEM 10
ITEM 10

SITE LEGEND

CONCRETE CURB

SAW-CUT LINE

MONUMENT/PYLON SIGN

WHEEL STOPS

HANDICAP SIGN

HANDICAP LOGO

STRIPING

BOLLARD
FENCE

FIRE HYDRANT
RAMP

FIRE LANE

PARKING SPACES

TRAFFIC ARROW

DUMPSTER
X
A.D.A. AREAS - NOT TO EXCEED
A SLOPE GREATER THAN 1.5% IN

ANY DIRECTION
A.D.A. ROUTE - NOT TO EXCEED A

RUNNING SLOPE GREATER THAN

4.5% OR CROSS SLOPE GREATER
THAN 1.5%

EXISTING LEGEND

CHAIN LINK FENCE

WOOD FENCE

OVERHEAD ELECTRIC

BENCHMARK

BOLLARD

FIRE HYDRANT

GUY POLE

POWERPOLE

SINGLE POLE SIGN

STREET LIGHT

TRAFFIC SIGNAL

TRAFFIC SIGNAL BOX

TREE-EVERGREEN

TREE-MISC

UTILITY POLE

WATER METER

WATER VALVE
#1074 #1106
#1140
#1152#1157
#1208
#1478
#1499
#1505
#1508

RHODE ROAD

MITCHELL ROAD

PROPOSED
PARCEL 5
(S50°33'20"E 120.94' R5)
(S04°29'04"E 182.22' R5)
(Δ=11°45'56" R5)
(R=272.00' R5)
(L=55.85' R5)
(144.76' R3&R5)
(1320.71' R2)
(217.36' R3)
60'
FOUND 5/8" REBAR,NO CAP, DOWN 14" IN WELL
HIGHWAY 99
HIGHWAY 99

NORTH BOUND OFF-RAMP

MITCHELL ROAD

MITCHELL ROAD

ROHDE ROAD
HIGHWAY 99
8 VAN
5C-STORE
50_L_XR_2102
5,951 SF
7 8
R3'
R30'
10'
30'
47'
20'
14' 20' 42' 42' 10.5'
10'

15.5'
48' 18'
9'
9' 8' 9'
25'
9'
20'30'6'
10'22.2' 12.5' 12.5'10.2'
94'
32'

20.5'

10.8'

19.6'
26'
9'
9'
R5'
5'
R5'
36'133'
R3'

57.6'
114.7'

60.5'
40'

SIDEWALK

SIDEWALK
EXISTING LAND USE:

VACANT
EXISTING LAND USE:

VACANT
EXISTING LAND USE:

VACANT
EXISTING LAND USE:

VACANT
15' BUILDING SETBACK
15' BUILDING SETBACK

SIDEWALK
LINE OF SIGHT 320 L.F.
8 20' 9'
R15'
R3'
50'
50'
R20'
R15'
R10'
R20'
TRASH

ENCLOSURE

UNDERGROUND

FUEL STORAGE
TANKS

AIR STATION

GENERATOR

EV PARKING

BIODIESEL

MIXING VAULT

RV DUMP

FUEL CANOPY

FUEL CANOPY

ADA PATH

OF TRAVEL
GREASE

INTERCEPTOR

RAISED MEDIAN

BY OTHERS
"NO TRUCK
ENTRANCE"
SIGN

ADA PATH

OF TRAVEL

UTILITY STUBS

BY OTHERS

UTILITY STUBS

BY OTHERS

STORMWATER

SAND/OIL

SEPARATOR

ROHDE RD

IMPROVEMENTS

BY OTHERS

STORMWATER

SAND/OIL

SEPARATOR

ROHDE RD

IMPROVEMENTS

BY OTHERS
90'
R10'
R10'
R30'
R30'
40'
R55'
R40'
PARCEL 2

0.04 ACRES
PARCEL 1

3.58 ACRES
Scale: 1" = ' Feet
0 30
60 VICINITY MAP
N.T.S.

N
SITE
Know what's below.

Call before you dig.

DESCRIPTIONMARK DATE
SHEET NO.

DESIGNED BY:

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

JOB NO.: DATE: 01/30/202420231220.0
HWY. 99 & MITCHELL RD.

CERES, CA 95307
243 E. 3rd Street
Long Beach, CA 90802MAVERIK STORE #:
1333 W. McDermott Dr., Suite 200
Allen, TX 75013
Firm # F-21415
185 S. STATE STREET
SALT LAKE CITY, UT 84111
C-1

SITE PLAN
TOTAL PARKING PROVIDED:

PROPOSED USE:

EXISTING ZONING:

SITE ACREAGE:

BUILDING AREA:

HANDICAP PARKING PROVIDED:

IMPERVIOUS AREA:

BUILDING HEIGHT:

PERVIOUS/LANDSCAPE AREA:

REGULAR PARKING REQUIRED:

SITE DATA SUMMARY TABLE
NUMBER OF STORIES:

HANDICAP PARKING REQUIRED:

REGULAR PARKING PROVIDED:

BUILDING COVERAGE:

FLOOR AREA RATIO:

3.53 ACRES (153,641 S.F.)

FUEL STATION
5,951 S.F.
1 29'-0"
4%

0.04 36 SPACES
2 SPACES (1 VAN ACCESSIBLE)
2 SPACES (1 VAN ACCESSIBLE)
38 SPACES
119,737 S.F. (77.9%)
33,904 S.F. (22.1%)
1 SP PER 250 S.F.
24 SPACES

RC - REGIONAL COMMERCIAL
APN: 041-018-007-000
PROPOSED ZONING: RC - REGIONAL COMMERCIAL
ITEM 10

EXHIBIT B
113

DELI PREP
114

KITCHEN

SERVICE
112
COFFEE
PREP
101
RETAIL
116
35°

BEVERAGE
COOLER
115
30° BEER
COOLER
111
COOLER
110

FREEZER
109
STORE
ROOM
106
MEN'S
105

WOMEN'S
103

ELECTRICAL
102
OFFICE

HOUSEKEEPING
PAD
57' - 5"
107
VENDOR

RECEIVING
108

HALLWAY
104
EXIT

HALLWAY
113' - 9"
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-1 FLOOR PLAN
5,951 SF

V-B / M
SCALE: 1/4" = 1'-0"1

FLOOR PLAN
ITEM 10
3 A-2
3 A-2
2 A-2
2 A-2

ROOF ACCESS LADDER

CONDENSING UNIT

HVAC ROOF TOP UNIT

CONDENSING
UNIT

SKYLIGHT

HVAC ROOF TOP UNIT HVAC ROOF TOP UNIT

CONDENSING
UNIT

CONDENSING
UNIT

CONDENSING
UNIT

CONDENSING
UNIT

CONDENSING
UNIT
STEEL AWNING, PAINTED BLACK FOX, TYP.STANDING SEAM METAL

ROOF, MIDNIGHT BRONZE
ROOF CRICKET, TYP.

PVC ROOFING, WHITE, OVER R-30 RIGID INSULATION.

CONDENSING
UNIT
1/4" / 12"
1/4" / 12"
5/8" / 12"
1/4" / 12"
7/8" / 12"
7/8" / 12"
3/8" / 12"
1/4" / 12"
3/8" / 12"
3/8" / 12"
3/8" / 12"
1/2" / 12"
± 119' - 0"
± 115' - 4"
± 119' - 0"± 119' - 0"
± 115' - 6"± 115' - 6"
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-2 ROOF PLAN
5,951 SF

V-B / M
SCALE: 3/16" = 1'-0"1

ROOF PLAN
SCALE: 1/8" = 1'-0"3

BUILDING SECTION
SCALE: 1/8" = 1'-0"2

BUILDING SECTION
ITEM 10
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-3 PERSPECTIVE VIEWS
5,951 SF

V-B / M
SCALE:1

BUILDING PERSPECTIVE - FRONT LEFT
SCALE:2

BUILDING PERSPECTIVE - FRONT RIGHT
ITEM 10

FINISHED FLOOR
100' - 0"

FINISHED FLOOR
100' - 0"
T.O. PARAPET 2
120' - 0"
T.O. PARAPET 2
120' - 0"
T.O. ROOF
129' - 1"
T.O. ROOF
129' - 1"
T.O. WINDOW
111' - 0"
T.O. WINDOW
111' - 0"
T.O. WAINSCOT
104' - 0"
T.O. WAINSCOT
104' - 0"

05.69 TYP.

06.04 TYP.

06.05 TYP.

04.06 TYP.

04.05 TYP.

08.02 TYP.

08.05 TYP.

06.30 TYP.

06.05 TYP.

06.06 TYP.

06.30 TYP.

06.05 TYP.

06.04 FRONT DECK BEARING
115' - 2 1/4"

FRONT DECK BEARING
115' - 2 1/4"
T.O PARAPET
119' - 0"
T.O PARAPET
119' - 0"

BEAM BEARING
120' - 3"

BEAM BEARING
120' - 3"
TYP.

05.79 FINISHED FLOOR
100' - 0"

FINISHED FLOOR
100' - 0"
T.O. PARAPET 2
120' - 0"
T.O. ROOF
129' - 1"
T.O. WAINSCOT
104' - 0"
T.O. WAINSCOT
104' - 0"
T.O. PIER CAP
110' - 9"
T.O. PIER CAP
110' - 9"

REAR DECK BEARING
114' - 2"
TYP.

05.69 TYP.

06.04 TYP.

08.04 TYP.

08.02 TYP.

06.30 TYP.

06.05 TYP.

05.69 TYP.

06.04 TYP.

04.06 TYP.

04.05 FRONT DECK BEARING
115' - 2 1/4"
T.O PARAPET
119' - 0" T.O PARAPET
119' - 0"

BEAM BEARING
120' - 3"
TYP.

05.01 TYP.

05.79 TYP.

05.7910.59
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-4 EXTERIOR ELEVATIONS
5,951 SF

V-B / M
SCALE: 1/4" = 1'-0"1

FRONT ELEVATION

KEYED NOTES
SCALE: 1/4" = 1'-0"2

LEFT ELEVATION

04.05 CULTURED STONE VENEER, SKYLINE, COUNTRY LEDGESTONE

04.06 CULTURED STONE VENEER CAP, SKYLINE, COUNTRY LEDGESTONE

05.01 PRE-FINISHED GUTTER AND DOWNSPOUT, BRITE RED

05.69 STEEL AWNING, COLOR P-9

05.79 3/4" METAL SOFFIT, COMMERCIAL GRADE. COLOR: PAINTED BLACK FOX SW 7020

06.04 FIBER CEMENT BOARD & BATTEN SIDING, BB-2

06.05 FIBER CEMENT BOARD & BATTEN SIDING, BB-1

06.06 FIBER CEMENT TRIM BB-3

06.30 HORIZONTAL JOINT IN SIDING

08.02 ALUMINUM STOREFRONT SYSTEM, DARK BRONZE

08.04 HOLLOW METAL DOOR AND FRAME, PAINT TO MATCH SIDING

08.05 WINDOW, SEE SCHEDULE

10.59 ROOF ACCESS LADDER W/ SECURITY GATE. POWDER COATED COLOR TO MATCH SIDING BB-1
ITEM 10

FINISHED FLOOR
100' - 0"

FINISHED FLOOR
100' - 0"
T.O. WAINSCOT
104' - 0"
T.O. WAINSCOT
104' - 0"
T.O. PIER CAP
110' - 9"
T.O. PIER CAP
110' - 9"

REAR DECK BEARING
114' - 2"

REAR DECK BEARING
114' - 2"
TYP.

04.06 TYP.

04.05 TYP.

06.04 T.O PARAPET
119' - 0"
T.O PARAPET
119' - 0"
TYP.

06.06 10.5922.1505.21

FINISHED FLOOR
100' - 0"

FINISHED FLOOR
100' - 0"
T.O. PARAPET 2
120' - 0"
T.O. ROOF
129' - 1"
T.O. WAINSCOT
104' - 0"
T.O. WAINSCOT
104' - 0"
T.O. PIER CAP
110' - 9"
T.O. PIER CAP
110' - 9"

REAR DECK BEARING
114' - 2"
TYP.

05.69 TYP.

06.05 TYP.

06.04 TYP.

06.30 TYP.

06.06 TYP.

05.21 TYP.

05.06 TYP.

05.03 TYP.

06.30 TYP.

04.06 TYP.

04.05 FRONT DECK BEARING
115' - 2 1/4"
T.O PARAPET
119' - 0"
T.O PARAPET
119' - 0"

BEAM BEARING
120' - 3"
TYP.

05.01 10.59
TYP.

05.79 Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-5 EXTERIOR ELEVATIONS
5,951 SF

V-B / M
SCALE: 1/4" = 1'-0"1

REAR ELEVATION

KEYED NOTES
SCALE: 1/4" = 1'-0"2

RIGHT ELEVATION

04.05 CULTURED STONE VENEER, SKYLINE, COUNTRY LEDGESTONE

04.06 CULTURED STONE VENEER CAP, SKYLINE, COUNTRY LEDGESTONE

05.01 PRE-FINISHED GUTTER AND DOWNSPOUT, BRITE RED

05.03 PAINTED STEEL, BLACK FOX

05.06 MBCI PRE-FINISHED METAL ROOF, 1 3/4" STANDING SEAM, MIDNIGHT BRONZE

05.21 PRE-FINISHED METAL COPING, COLOR MIDNIGHT BRONZE

05.69 STEEL AWNING, COLOR P-9

05.79 3/4" METAL SOFFIT, COMMERCIAL GRADE. COLOR: PAINTED BLACK FOX SW 7020

06.04 FIBER CEMENT BOARD & BATTEN SIDING, BB-2

06.05 FIBER CEMENT BOARD & BATTEN SIDING, BB-1

06.06 FIBER CEMENT TRIM BB-3

06.30 HORIZONTAL JOINT IN SIDING

10.59 ROOF ACCESS LADDER W/ SECURITY GATE. POWDER COATED COLOR TO MATCH SIDING BB-1

22.15 ROOF OVERFLOW DRAIN SCUPPER, SEE PLUMBING DRAWINGS ITEM 10
11' - 0"28' - 0"28' - 0"28' - 0"11' - 0"
TYP.

10.50 TYP.

26.23 TYP.

09.17 TYP.

11.06 TYP.

32.03 TYP.

03.10 14' - 0"24' - 0"14' - 0"
TYP.

26.23 TYP.

09.17 TYP.

32.08 TYP.

32.05 STREET SIDE
TYP.

32.03 TYP.

03.10 TYP.

10.49 TYP.

32.27 PUMP ACCESS
(OPEN TO BELOW)
3' - 8"4' - 7"6' - 4 1/2"
TYP.

32.08 TYP.

03.10 TYP.

11.06 TYP.

32.27 1' - 2"
2' - 6"
1' - 8"
TYP.

32.04 TYP.

32.05 TYP.

10.49 TYP.

32.03 STREET SIDE
14' - 0"24' - 0"14' - 0"
TYP.

03.04 TYP.

32.05 TYP.

09.17 TYP.

11.06 TYP.

05.68 TYP.

26.23 TYP.

32.08 TYP.

32.03 11' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 0"
TYP.

26.23 TYP.

09.17 TYP.

11.06 TYP.

32.03 TYP.

32.27 EQ.EQ.
12" VINYL LETTERING
33"
16' - 0"3' - 3"
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-6 CANOPY ELEVATIONS
5,951 SF

V-B / M
SCALE: 1/4" = 1'-0"1

FUEL DISPENSING CANOPY - STREET SIDE ELEVATION
SCALE: 1/4" = 1'-0"5

FUEL DISPENSING CANOPY - END ELEVATION
SCALE: 1/2" = 1'-0"2

CANOPY COLUMN PLAN

KEYED NOTES
SCALE: 1/4" = 1'-0"4

FUEL DISPENSING CANOPY - END ELEVATION
SCALE: 1/4" = 1'-0"3

FUEL DISPENSING CANOPY - BUILDING SIDE ELEVATION
NOTE:

FUEL CANOPY DRAWINGS PROVIDED ARE
CONCEPTUAL, AND MAY VARY FROM SITE TO SITE.

03.04 REINFORCED CONCRETE PAD

03.10 6" MIN. RAISED CONCRETE ISLAND W/ TOOLED EDGES AND CORNERS. VERIFY SIZE W/ DISPENSER SUPPLIER +/-5'-0" X 3'-0" (NO METAL FORM). ACCESSIBLE ISLAND TO BE 6"; SEE CIVIL DRAWINGS FOR LOCATION

05.68 ALUMINUM COMPOSITE METAL PANEL, WHITE

09.17 PANEL COLUMN CLADDING, COLOR TO MATCH P-9

10.49 4A:40 BC FIRE EXTINGUISHER W/ CASE, LOCATE WITHIN 75' OF ALL PUMPS, DISPENSERS, OR STORAGE TANK. LOCATION TO BE FINALIZED BY FIRE

MARSHAL

10.50 SIGNAGE TO BE COORDINATED BY FUEL CANOPY CONTRACTOR WITH OWNER

11.06 DISPENSING STATION (BY OTHERS)

26.23 ALL LIGHT FIXTURES (NOT SHOWN) TO BE FLUSH MOUNTED WITHIN THE DECK

PANEL SOFFIT

32.03 4" DIAMETER "U" BOLLARD, SET AND FILLED W/ CONCRETE, SEE CIVIL DRAWINGS. PAINTED P-4

32.04 EXPANSION JOINTS, TO BE FILLED W/ "JET FUEL RESISTANT" SEALANT, SEE

CIVIL DRAWINGS

32.05 SIGNAGE, BY OWNER, TO COMPLY WITH IFC 2305.6 AND POSTED ON EACH

SIDE OF COLUMN

32.08 TRASH CONTAINER, PROVIDED BY OWNER

32.27 PAINT CONCRETE CURB EDGE P-4
ITEM 10
Cultured Stone - Skyline,
Country Ledgestone
BB-2 Fiberboard -
Gauntlet Gray
BB-1 & BB-3 Fiberboard -
Worldly Gray
CMU - Canvas
C-2 MBCI Brite Red
C-1 MBCI Midnight Bronze Anodized - Dark Bronze Paint P-9 - Black Fox Paint P-4 - Safety RedACM - Eastman Red
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-7 EXTERIOR MATERIALS BOARD
5,951 SF

V-B / M
ITEM 10
TYP.

03.08 TYP.

04.10 TYP.

03.13 5' - 4" 8"
GRADE
TYP.

10.38 TYP.

10.40 TYP.

10.42 TYP.

10.41 TYP.

04.10 GRADE
TYP.

04.08 23' - 4" 1"
1' - 0" 2' - 0" 8"5' - 4"
TYP.

03.08 GRADE
TYP.

10.40 TYP.

04.08 TYP.

03.08 TYP.

10.38 TYP.

04.10 TYP.

10.39 TYP.

10.41 1" 12' - 8"
5' - 4" 8" 2' - 0" 1' - 0"
12' - 8" 1"
TYP.

04.10 TYP.

03.08 GRADE
5' - 4" 8" 2' - 0" 1' - 0"
TYP.

04.08 Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-8 TRASH ENCLOSURE ELEVATIONS
5,951 SF

V-B / M

KEYED NOTES
SCALE: 1/2" = 1'-0"1

TRASH ENCLOSURE - FRONT ELEVATION
SCALE: 1/2" = 1'-0"3

TRASH ENCLOSURE - BACK ELEVATION
SCALE: 1/2" = 1'-0"2

TRASH ENCLOSURE - RIGHT ELEVATION
SCALE: 1/2" = 1'-0"4

TRASH ENCLOSURE - LEFT ELEVATION

03.08 CONCRETE FOOTINGS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS

03.13 CONCRETE PIER FOUNDATION, SEE STRUCTURAL DRAWINGS

04.08 SPLIT-FACE CMU BLOCK, COLOR: CANVAS, 6'-0" HIGH WITH CONCRETE CAP

04.10 SPLIT FACE CAP

10.38 WELD BRACES TO GATE AS REQUIRED

10.39 6" METAL POST, CONCRETE FILLED AND CAPPED. PAINTED P-9

10.40 CHAIN LINK GATE WITH SLATS TO MATCH P-9, W/ (4) HINGES, PAINTED P-9

10.41 5/8" DROP ROD TO CONCRETE, PAINTED P-9

10.42 3/4" DRILLED HOLE FOR DROP ROD, 3" MIN. DEPTH
ITEM 10
HIGHWAY 99

NORTH BOUND OFF-RAMP

MITCHELL ROAD

ROHDE ROAD
8 VAN
5C-STORE
50_L_XR_2102
5,951 SF
7 8
TRASH

ENCLOSURE

UNDERGROUND

FUEL STORAGE
TANKS

AIR STATION

GENERATOR

EV PARKING

BIODIESEL

MIXING VAULT

RV DUMP

FUEL CANOPY

SIDEWALK

FUEL CANOPY

SIDEWALK
EXISTING LAND USE:

VACANT
EXISTING LAND USE:

VACANT
EXISTING LAND USE:

VACANT
15' BUILDING SETBACK
15' BUILDING SETBACK

RAISED MEDIAN

BY OTHERS
"NO TRUCK
ENTRANCE"
SIGN

SIDEWALK
LINE OF SIGHT 320 L.F.

UTILITY STUBS

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Know what's below.

Call before you dig.

DESCRIPTIONMARK DATE
SHEET NO.

DESIGNED BY:

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

JOB NO.: DATE: 01/30/202420231220.0
HWY. 99 & MITCHELL RD.

CERES, CA 95307
243 E. 3rd Street
Long Beach, CA 90802MAVERIK STORE #:
1333 W. McDermott Dr., Suite 200
Allen, TX 75013
Firm # F-21415
185 S. STATE STREET
SALT LAKE CITY, UT 84111
PL

PRELIMINARY LANDSCAPE PLAN

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15 POSADA
IRVINE, CALIFORNIA 92614
TEL (714) 296-9811
[email protected]

GENE HIRAO
Gene Hirao
ITEM 10

MEETING DAT
E: November 18, 2024

PROJECT NAM
E: Maverik Fueling Station

APPLICATIO
N NUMBER: 24-09 (Conditional Use Permit)

RECOMMENDATI
ON:

Staff reco
mmends that the Planning Commission:

1. Find the proposed
project consistent with the Mitchell Ranch Center EIR (SCH# 2007092011) and the Ceres Gateway Center MND (SCH# 2019109006) per California Environmental Quality Act (CEQA) Section 15168(c)(2); and

2. Approve a Conditional Use Permit for the construct ion of a 5,951 square foot Maverik Fueling Station convenience store with 24 fuel pumps and site improvements at the southeast corner of Mitchell Road and Rohde Road (File No.

CUP-24-09).

PROJECT INFORMATION
Applicant Maverik, c/o Todd Meyers
Property Owner Esam Khacho, Trustee of the Esam Khacho Trust Property Address and APN Southeast corner of Mitchell Road and Rohde Road APN: 041-018-007
Existing General Plan Designation RC (Regional Commercial) Existing Zoning District: RC (Regional Commercial)
Existing Use: Vacant Land
Proposed Use: Fueling Station with convenience store
Parcel Size 1.16 acres
Adjacent Uses: North: Vacant land for Commercial Uses
South: Vacant land for Commercial Uses
East: Vacant land for Commercial Uses
West: Vacant land for Commercial Uses
CEQA Determination Determination of consistency with the Mitchell Ranch Center EIR (SCH# 2007092011) and the Ceres
Gateway Center MND (SCH# 2019109006) per
CEQA guidelines §15168(c)(2)
City of Ceres Planning Commission

AGENDA REPORT
ITEM 10

ATTACHMENT C

PROJECT LOCATION & DESCRIPTION
The applic
ant
is requesting a Conditional Use Permit to construct a 5,951 square foot Maverik Fueling Station convenience store w ith 24 fuel pumps under two separate canopies for small vehicles and commercial trucks with site improvements . The site will have 31 parking stalls and landscaping. The project site is located on the southeast corner of Mitchell Road and Rohde Road in the Mitchell Road Corridor Specific Plan Area. It is currently a vacant site.

The Maveri
k project is not your average fueling station. A Maverik truck stop is an ideal rest location for the visitors that come through the area. Specifically, a Maverik station offers showers and restrooms, on- site restaurants or convenience stores, de dicated diesel pumps, discount programs, and quality fuel. Maverik stations are destinations for the community. These stations are well -lit and clean and are respite locations for travelers. A Maverik station will be a destination for travelers and commut ers in the Central Valley.

Figure 1:

Project Site Plan
ITEM 10

Figure 2: Project Site

PROJECT BACKGROUND

On May 3, 2021
, the City of Ceres Planning Commission approved application number 20-12 (Tentative Parcel Map) to subdivide a 11.9-acre parcel to create six commercially zoned parcels and one storm drainage basin for future commercial development. This is the first proposed development since the approval of the Tentative Parcel Map.

PROJECT ANALYSIS

The proposed C
onditional Use Permit for the Maverik project has been analyzed with respect to conformance with:

1. Mitchell Road Corridor Specific Plan

2. Ceres General Plan

3. Ceres Municipal Code

4. California Environmental Quality Act (CEQA)

MITCHELL ROAD CORRIDOR SPECIFIC PLAN

The project site is located within the Mitchell Road Corridor Specific Plan (MRCSP). The MRCSP was first adopted in June 1989 and then amended in September 1995. The MRCSP was established to shape the development in this area to respond to the physical and environmental constraints of the area, coordinate the mix of industrial, commercial, and residential uses, and provide adequate circulation, public facilities and internal community space amenities in the Plan area.

The design guidelines established in the MRCSP were intended to reflect and reinforce the importance of the Mitchell Road Corridor as a north gateway to Ceres form Modesto, including the commute traffic from the Beard Industrial District, a major employment center in Stanislaus County, a south gateway in to Ceres and a strategically important future interchange with State Route 99. It was anticipated at the Plan’s adoption that this area would be an emerge as an area with the potential to accommodate a significant ITEM 10
portion of the community’s retail and service needs, and to help reduce the outflow of potential sales to other communities in the County. After thirty years since adoption, this prediction is holding true. With the development of the Gateway project and the Wal - Mart, this Service/Mitchell area is a hub of economic activity for the City. The development of the Mavrik Fueling Station only further supports the intended goals and opportunities identified in the MRCSP.

The MRCSP specifically addresses i ncreasing the employment base of the C ity, a the City’s sales tax revenue through large commercial projects. The plan envisioned the expansion of economic growth for Ceres, and ultimately predicted the expansion of Mitchell Road into a major truck thoroughfare for Stanislaus County.

The project site is designated Highway Commercial within the MRCSP, which is intended to provide for and promote concentrations of those administrative professional, retail commercial, and service commercial uses which serve the needs of the traveling publ ic.

Currently, there are no fueling stations along Mitchell Road that can accommodate and support the commercial truck traffic that utilizes Mitchell Road as the thoroughfare it is intended to be. The proposed project will fulfill that need and capitalize on the millions of dollars in sales tax revenue that this service station will provide to the City. As such, the proposed project is consistent with the Mitchell Road Corridor Specific Plan.

GENERAL PLAN CONFORMANCE

The project site has a General Plan land use designation of RC Regional Commercial. A fueling station is an allowed use in the RC (Regional Commercial) land use designation.

Figure 3: Land Use Diagram

As the above land use map shows, the sites all in burgundy are all designated R egional Commercial. The site to the west of the project site is the Gateway Center, and to the northwest of the site is the Wal -Mart site. As discussed above, this area is a prominent ITEM 10
commercial hub for the City of Ceres. The Mitchell freeway exit provides quick and direct access to SR 99, making it easier for businesses to not only receive and deliver their products quickly and efficiently, but more importantly, it allows customers to have quick and easy access to g oods and services. Freeway -adjacent areas like the project site benefit from high visibility and accessibility , which ultimately attracts both regional commuters and long-distance travelers. In other words, the freeway adjacency naturally funnels a significant amount of business to the area, allowing the City to capitalize on the retail dollars spent in the area. The addition of an upscale truck stop to this freeway adjacent area of the City will not only ensure the success of those existing businesses in the area, but ensure the fiscal health of the City. The almost constructed hotel, the fast- food chain restaurants, and other existing uses will only see an increase in business with the approval of this project.

The approved 2018 General Plan explicitly designated the land around this area as Regional Commercial in efforts to create the kind of synergy that is occurring in real time.

This project is an example of the type of economic driver that should be approved at major freeway off ramps in the City of Ceres.

In addition to being an allowed use in the RC land use designation, the proposed project is also consistent with many General Plan goals and policies. Specifically, the proposed project is supported by a number of Economic Development goals and policies and serves as a key component in ensuring a strong sales tax base for the City. With the additional revenue brought in by the proposed project, the City will be able to strengthen the General Fund which in turn provides additional staff and conti nued local benefits to the community.

The proposed project is also consistent with many General Plan goals and policies related to truck traffic and truck circulation in the City. The Mitchell Road Corridor is a designated truck route and is one of the most traveled truck routes in the County. A project like this supports the development of this industry and capitalizes on the lucrative tax base that this type of development creates for the City.

The following goals and policies are just a few goals and policies that support the approval of this project:

1. Economic Development Goals and Policies

Goal 2.G. Promote development of commercial uses compatible with surrounding land uses to meet the present and future needs of the Ceres market area and to maintain economic vitality.

Goal 7.A Support a wide range of economic activity in Ceres that capitalizes om the City’s location, strengthens the City’s tax base, and supports and enhances quality of life.

ITEM 10
Policy 7.A.3 Long-term Revenues. Focus economic development efforts on projects and programs that will maximize long-term net revenues to the City and diversify the City’s economic base.

Goal 7.C.4 Monitor Industrial Trends. Monitor regional, state, and national economic trends in order to identify new and emerging industries suitable for Ceres.

Goal 7.E Achieve fiscal sustainability while providing core public services and maintaining public facilities and infrastructure.

Analysis: Fueling stations are a necessary component of a healthy fiscal base for a city. They are drivers of economic development, benefiting both local economies and the broader transportation and logistics sectors. The new fueling station will create direct employment opportunities for the community. There will also be indirect employment benefits of the proposed project, as more businesses will want to come to this area of City given the strong draw that Maverik stations have.

The proposed project will bring business to the new hotel and the new fast-food restaurants in the area, increasing the likelihood that Ceres will be the location of new and exciting food opportunities in the area. There is still vacant land around the Maverik site which will become highly competitive to those businesses looking to capitalize on the regional draw of this project. The undisputable investment in Ceres that will come from the private sector will secure a strong tax base for the city. The more sales tax that flows into the City, the more money the City has to spend on police, fire, and infrastructure costs in the City.

2. Truck Related Goals and Policies

Policy 3.G.7. Interregional Goods Movement. Promote efficient inter- regional goods movement in the SR 99 corridor.

Policy 3.G. Maintain a balance freight transportation system to provide the safe and efficient movement of goods that balances the needs of other roadway system users.

Policy 3.G.1. Goods Movement. Plan for and maintain a roadway system that provides for the efficient and safe movement of goods within Ceres.

Policy 3.G.2 Truck Routes. Maintain a network of truck routes. Existing and Planned Future Truck Routes, within in the city and work with Stanislaus County to develop a system of truck routes for the area around Ceres.

Analysis: T he proposed project is an essential service for the transportation network in Stanislaus County, Modesto, and Ceres. The location of this fueling ITEM 10
project solidifies Ceres as the destination for fuel for large logistical truck operators already coming through this area on the many truck routes that intersect the City of Ceres . There are tax dollars being spent in other areas of the Country that should come to the City given the City already shoulders the burden of these truck routes.

The locati
on of the proposed project is an entrance from SR 99 into the Mitchell Road Corridor, a significant truck rout that runs from SR 99 north all the way through to the City of Modesto and beyond. As a designated truck route, trucks have permission by three governing bodies (Ceres, Stanislaus County and Modesto) to transport goods from SR 99 to the Modesto City -County Airport and the large industrial park area (Beard Industrial Tract) to the east. The portion of Mitchell Road in Ceres feeds into the portion of Mitchell Road controlled by Stanislaus County, which then feeds into El Vista Avenue/Oakdale Road controlled by Modesto. The amount of trucks that travel this corridor is not matched anywhere else in this County. The nearest fueling stations with amenities that can accommodate the amount of commercial truck that go through this area are located 17 miles to the north on SR 99 in Ripon, or 18 miles to the south on SR 99 in Livingston. Ripon has both a Flying J Travel Center and a Love’s Travel Stop right off their Jack Tone Road exit. Livingston has a TA Travel Center right off their Winton Parkway exit. There is no other major truck stop between these two areas, making Ceres the ideal location for truck fueling. By locating a fuel station that can accommodate truck traffic, it encourages other drivers to stay on the designated truck route and not venture onto smaller collector and residential street . The proposed project couldn’t be located in a more ideal location.

Stanisl
aus County, City of Modesto, and City of Ceres recognize the need for truck routes and the needs of the truck drivers. Stanislaus County Council of Governments initiated a Project Study Report to develop an Official Plan Line for a truck route to resolve internal circulation issues within the Beard Industrial Tract, and to determine the best engineering solution to cross Tuolumne River. While there are plans to construct an expressway and new Tuolumne River crossing along Clause Road, Garner Road, and Faith Home Road corridors from north Modesto to Keys, Mitchell Road remains a primary truck route. Additionally, the proposed expressway will still allow trucks to access Service Road from Faith Home Road. The accessibility from Service Road to Mitchell Road will allow the truck traffic to utilize the proposed truck fueling station while accessing SR 99.

The Stanis
laus County General Plan Designated Truck Route map in Figure 4 highlights the Service Road route that runs East and West on Service and then Mitchell Road truck route that picks up north of Ceres. Figure 5 highlights the Modesto Truck Route in blue that allows the passage of trucks along Mitchel Road north along El Vista/Oakdale Road. Finally, Figure 6 identifies Ceres’ truck route which serve as the missing piece of the truck route along Service Road and Mitchell Corridor. The location of this station is literally the epicenter of three major truck routes. Now instead of just passing through the City, these trucks will spend ITEM 10
money at the service station and fuel station, generating sales tax that the City can direct toward important services like police, fire, and public improvements.

Figure 4: Stanislaus County Designated Truck Routes

Figure 5: Modesto Designated Truck Routes
ITEM 10

Figure 6: Ceres Designated Truck Routes

3. Infill Development Goals and Policies

Goal 2.D. Promote infill development to protect farmland; enhance community character; optimize City investment in infrastructure; provide pedestrian and bicycle friendly neighborhoods; and enhance economic vitality.

Policy 2.D.1. Promote Infill. Promote infill development and reuse of underutilized parcels in the city to reduce pressure to develop on farmland or other “greenfield” sites on the periphery.

Analysis: Supporting infill development, development that occurs within existing urban areas, can play a crucial role in fostering economic growth for several key reasons. First, infill development makes use of existing infrastructure and fills in those missing pieces in road where development has occurred around a site, but not at the site, thus creating a hole in infrastructure. The area to the west of the ITEM 10
site has seen significant development, and some work to the north of the site as well. With infill development will finish the work started by Gateway in the Mitchell/Service area and create better circulation in the area as a whole.

Second, infill development leads to increased property tax revenue, which can fund local services like education, healthcare, and public safety. These increased revenues can provide a solid foundation for further public investments, fueling economic growth. Third, infill development creates both long and short- term jobs. Short term jobs would be the construction jobs involved in the development of the site, and then long-term jobs created by the new development. Finally, infill development also can be a catalyst for the revitalization of a blighted or underutilized urban space. It is without a doubt that the development of the Wal-Mart and Gateway project encouraged the development of this parcel. In turn, this parcel can and will spur continued development and investment in the overall Mitchell Road Corridor, creating a strong tax base for the City.

Based on the above goals, staff believe that the proposed project is supported by the General Plan.

ZONING CODE CONFORMANCE

The project site has a Regional Commercial zoning designation and is part of the Mitchell Road Corridor Specific Plan (MRCSP). A Conditional Use Permit is required in the RC and MRCSP for a fueling station operation.

Figure 7: Zoning District Designation
ITEM 10

Per Section 18. 30.090 of the Zoning Ordinance, the Planning Commission must make the following findings in order to approve a Conditional Use Permit:

1. T he site for the proposed use is adequate in size and shape to accommodate the use and all yards, spaces, walls and fences, parking, loading, landscaping, and other features requires by this title to adjust the use with land and uses in the neighborhood ;
Analysis: The proposal w as routed to various departments and agencies for review and was found to be in compliance with the City of Ceres standards for development.

The proposed development is in conformity with the current Mitchell Road Corridor Specific Plan, Zoning District, and General Plan Designation .

2. The site for the proposed use related to streets and highways is adequate in width and pavement type to carry the quantity and kind of traffic generates by the proposed use;

Analysis: The proposal was routed to Ceres Engineering Division and Ceres Public Works Department. It was determined that with the off-site improvements required by the previously approved Tentative Parcel Map, Rohde Road will be brought up to standards for the quantity and kind of traffic. Mitchell Road is already a designated truck route and can support the quantity and kind of traffic generated by the proposed project. Additionally, a Traffic Memorandum was completed to analyze the trip generation and Vehicle Miles Traveled (VMT) in addition to the previously adopted Mitchell Ranch Center EIR and the Gateway Center MND to confirm the traffic generated by the proposed project will not cause an increase in trip generation or VMT as Mitchell Road and Hwy 99 is already a heavily used corridor.

3. The proposed use will have no adverse effect on abutting property or the permitted use thereof;

Analysis: The subject property has one abutting property to the south which is also has the Regional Commercial zoning designation and General Plan designation. Any future development to the property will also be consistent with Regional Commercial use types.

4. That the conditions stated in the decision are deemed necessary to protect the public health, safety, and general welfare.

Analysis: The proposed project was routed to various departments and agencies, and the Conditions of Approval were prepared based on the comments provided from each department and agency to ensure the protection of public health, safety, and general welfare.

ITEM 10
If the Planning Commission approves the proposal, the conditions for the project run with the property. However, staff has the ability to revoke a CUP if the applicant does not comply with the approved conditions.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)

The proposal was reviewed pursuant to the California Environmental Quality Act (CEQA) and was determined to be consistent with the Mitchell Ranch Center EIR (SCH# 2007092011) and the Ceres Gateway Center MND (SCH# 2019109006) per California Environmental Quality Act (CEQA) Section 15168(c)(2).

STAFF RECOMMENDATION

Staff rec
ommends that the Planning Commission:

1. Find the proposed project consistent with the Mitchell Ranch Center EIR (SCH# 2007092011) and the Ceres Gateway Center MND (SCH# 2019109006) per California Environmental Quality Act (CEQA) Section 15168(c)(2); and

2. Approve of 24-09 (CUP), subject to the findings and conditions contained in the attached Draft Resolution PC 24-20.

Report prepared by: Teddie Hernandez, Senior Planner

Attachments:

1. Draft Resolution PC 24-20

2. Approved Plan Set

3. Fehr and Peers Traffic Memorandum

Reviewed by:

___/s/_____________
__________________________ __ 11/13/24 _______ Lea C. Simvoulakis, Community Development Director Date

ITEM 10
RECORDING REQUESTED BY:

CITY OF CERES

When Recorded mail to:

City of Ceres
Planning and Building Division
2220 Magnolia Street
Ceres, CA 95307

DRAFT
RESOLUTION NO. PC 24-20

RESOLUTION OF THE CITY OF CERES PLANNING COMMISSION

APPROVING A CONDITIONAL USE PERMIT ENTITLEMENT REQUEST TO CONSTRUCT A 5,951 SQUARE FOOT BUILDING FOR A MAVERIK FUELING STATION CONVENIENCE STORE WITH 24 FUEL PUMPS AND SITE
IMPROVEMENTS. APPLICATION NUMBER: CUP-24-09.

PROPERTY OWNER: E sam Khacho, Trustee of the Esam Khacho Trust 301 Mitchell Road
Modesto, CA 95354

APPLICANT: Maverik – Todd Meyers
185 S. State Street, Suite 800
Salt Lake City, Utah94111

APPLICANT’S
REPRESENTATIVE: SDC – Catherine Otis
245 E. 3
rd Street
Long Beach, CA 90802

SITE LOCATION: Southeast corner of Mitchell Road and Rohde Road, Ceres, CA 95307
(APN: 041-018-007)

WHEREAS, the Planning Commission of the City of Ceres, State of California, ha s considered said application proposing a Conditional Use Permit entitlement request to construct a 5,951 square foot Maverik Fueling Station convenience store with 24 fuel pumps; and,

WHEREAS, the Planning Commission held a duly noticed public hearing on November 18, 2024 at 6:00 p.m. and considered all testimony and comment presented whether orally or in writing; and,

WHEREAS, the property affected by this resolution is located on the southeast corner of Mitchell Road and Rohde Road, Ceres, CA 95307, identified by Assessor’s Parcel Number 041-018-007; and,
ITEM 10

WHEREAS, the Planning Commission based on the evidence within the staff report and project file find that:

1. The proposed Conditional Use Permit application is consistent with the purpose and intent of the “RC, Regional Commercial” land use designation of the Ceres General Plan.

2. The proposed Conditional Use Permit application is consistent with the purpose and intent of t he “RC, Regional Commercial” zoning designation as defined in the City of Ceres Municipal Code.

3. With the conditions of approval imposed on this Conditional Use Permit application, the proposed use will have no adverse effect on surrounding properties or on any wildlife or wildlife habitat.

4. The conditions stated in the decision are deemed necessary to protect the public health, safety, and general welfare.

NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Ceres as follows:

Section 1. The Planning Commission hereby confirms that the Conditional Use Permit is consistent with the original Environmental Impact Report prepared for the Mitchell Ranch Center and the mitigated negative declaration prepared for the Ceres Gateway Center , pursuant to Section 15168(c)(2) of the California Environmental Quality Act (CEQA), and that approval of this Conditional Use Permit entitlement is not subject to further environmental review.

Section 2. The establishment and operation of 24-09 ( CUP) requires compliance with the conditions of approval contained in this resolution and attached as Exhibit “A” on file in the Planning and Building Division, as well as the approved plan set attached Exhibit “B” , which shall be binding on all heirs, assignees, and successors in interest of said property.

Section 3. The Director of Community Development or designee is hereby directed to record this Resolution at the office of the County Recorder of the County of Stanislaus.

Section 4. The conditions of project approval set forth herein include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020 (d) (1), these conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the ninety (90) day appeal period in which you may protest these fees, dedications, and reservations other exactions, pursuant to Government ITEM 10
Code Section 66020 (a), has begun. If you fail to file a protest within this ninety (90) day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exaction.

I HEREBY CERTIFY that the foregoing Resolution was passed and adopted by the Planning Commission of the City of Ceres at a regularly scheduled public hearing held on the 18
th day of November 2024, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

CERINA OTERO, CHAIRPERSON

CITY OF CERES

PLANNING COMMISSION

ATTEST:

________________________________

ANN MONTGOMERY

ADMINISTRATIVE SECRETARY

CITY OF CERES

ATTACHMENTS:

Exhibit A: Conditions
Exhibit B: Approved Plan Set

ITEM 10
EXHIBIT “A”

CONDITIONS OF APPROVAL

24-09 (Conditional Use Permit)

City of Ceres

Southeast corner of Mitchell Road and Rohde Road
Ceres, CA 95307
APN: 041-018-007

Approved by the Planning Commission: November 18, 2024
Approved by the City Council: N/A
Amended by Staff/PC/CC on N/A

A. PROJECT AUTHORIZATION

1. The project shall be in conformance with all City Ordinances, rules, regulations, and policies. The conditions listed below are particularly pertinent to this approval, but shall not be construed to permit violation of other laws and policies not so listed.

2. Approval is limited to the conformance of the land use and zoning.

Use of the property shall be limited to those permitted uses per the “RC, Regional Commercial” zoning district.

3. This Site Plan Approval entitlement shall expire within 24 months (November 18, 2026) unless a building permit is issued, or the use is exercised, or a request for extension is received by the City prior to expiration of the permit and approved by the Planning Commission. IT SHALL BE THE RESPONSIBILITY OF THE

APPLICANT/PROPERTY OWNER TO BE AWARE OF THE

EXPIRATION DATE OF THIS ENTITLEMENT AND TAKE THE

NECESSARY STEPS TO ENSURE THE APPROVAL OF THIS
ENTITLEMENT REMAINS VALID. IT SHALL NOT BE THE CITY

OF CERES RESPONSIBILITY T O NOTIFY THE
APPLICANT/PROPERTY OWNER OF THE PROJECT’S
EXPIRATION DATE. IF AN APPROVED ENTITLEMENT

EXPIRES, THE APPLICANT/PROPERTY OWNER SHALL BE

REQUIRED TO SUBMIT A NEW APPLICATION REQUEST FOR
THIS PROJECT.

ITEM 10

B. PROJECT SPECIFIC CONDITIONS

Prior to issuance of a Final Site Plan Map, the applicant shall demonstrate conformance to the following conditions to the satisfaction of the Planning and Building Division:

1. The applicant shall respond in writing to all conditions contained in this document and its attachments. Responses shall be in a letter format with each condition numbered and indexed for reference and shall describe how the condition has been met and shall, where applicable, direct the plan checker to the page and/or drawing detail that demonstrates compliance with the condition.

These changes shall be indicated with a delta or cloud symbol. A copy of these responses shall be provided with each set of the final site map and improvement plans. These changes shall be approved by the Planning Division PRIOR to the submittal, and City acceptance, of a Building Permit application.

2. This Conditional Use Permit (CUP) entitlement is for the construction of a 5,951 square foot Maverik Fueling Station with 24 fuel pumps and site improvements. A building permit will be required for the building, and the applicant shall pay all applicable fees, including but not limited to: City of Ceres Public Facility Fees, Stanislaus County Public Facility Fees, Mitchell Road Corridor Storm Drain Fees, Mitchell Road Corridor Specific Plan Reimbursement Fee, and Ceres Unified School District fees. These fees are adjusted annually. The applicant shall pay the fees in place at the time the building permit is issued. The project is required to comply with the requirements of the California Building Code that are in place at the time said building permit application is made for the building.

3. The project applicant will not be issued a building permit until there is an executed and recorded Improvement Agreement for off -site improvements around the project’s frontage.

4. A Certificate of Occupancy shall not be granted for any portion of the Maverick Fueling Station (pumps and/or convenience store) until all off-site improvements specified in the executed and recorded Improvement Agreement are completed and accepted by the City Engineer.

5. The applicant shall incorporate colors, materials, and architectural features as approved by the Planning Commission and are represented with the project elevations and colored renderings that are on file with the Planning Division. If the applicant desires to make any ITEM 10
changes to the colors or materials for the proposed building, such request shall be made in writing to the Director of Community Development or designee who will consider all requests and has the authority to approve those administratively. Approval of such requests shall be required prior to their installation.

6. The applicant shall comply with the following conditions for the development, which shall be completed prior to occupancy of the building constructed to the satisfaction of the Planning Division and Engineering Services Department:

a. The applicant shall provide a minimum of 24 parking spaces to serve this development . The applicant shall ensure that all parking stall lengths and widths and drive aisle widths meet City standards.

b. As applicable, the applicant shall install all water, sanitary sewer and storm drain systems, and related utilities required to serve the project. Calculations for these utilities shall be prepared by a licensed civil engineer for review and approval by the City Engineer.

c. The improvements associated with this project (i.e. parking lot striping/paving, sidewalks/walkways, pavement markings , signage and lighting, etc.) shall comply with all City standards to the satisfaction of the Planning Division and Engineering Services Department.

d. The applicant shall install streetlights , striping and signage , paving, and any necessary transitions in accordance with the City of Ceres Procedures, Standard Specifications and Standard Details.

e. Any proposed exterior lighting will need to be shielded and/or directed downward and away, so as not to create any glare onto Mitchell Road or Rohde Road and the neighboring properties.

f. The applicant shall ensure that the proposed parking lot areas for the project comply with ADA requirements to the sa tisfaction of the City of Ceres. Walkway areas near the buildings need to comply with ADA standards and must be maintained by the property owner.

g. The applicant shall provide three (3) separate water related service lines, including fire service, domestic service, and ITEM 10
irrigation service to serve this project and the applicant shall provide staff with detailed water calculations (sealed by a California licensed architect or Engineer).

h. The applicant/operator shall have HD quality monitoring cameras with 4k/1080p resolution for the exterior of the building at all times to the satisfaction and approval of the Ceres Police Chief. The applicant/operator shall always maintain the surveillance equipment in working order and keep the video recordings for 30 days to be made available to law enforcement upon request.

7. The applicant shall construct the proposed refuse enclosure as shown on the proj ect site plan. The refuse enclosure shall be constructed prior to granting occupancy for the building. Placement of th is enclosure, size and design, shall be subject to review and approval by the City. The refuse enclosure shall meet the size requirements as established in the City of Ceres Water Efficient Guidelines and Standards. The enclosure shall have a 6’ masonry (split face block) wall with solid metal gates in front that match the building’s field color.

At a minimum, textured block for the exteriors shall be provided for the enclosure and it is encouraged that it has some type of roof feature to limit the ability of someone to gain unauthorized access to the refuse bin. Plans for this enclosure shall be provided at building permit submittal. Trees/shrubs shall be positioned around the encl osure to screen from public view to the satisfaction of the Planning Division.

8. Prior to issuing any building permits for the project, the plans will need to include storm calculations and demonstrate how drainage will be or has been accommodated to the satisfaction of the Engineering Services Department. The applicant may wish to accommodate some storm drainage capacity on- site, as in a significant rain event the collection system may become inundated and lose capacity, which may result in some temporary localized flooding on-site.

9. Signage for the project will be subject to the requirements of Chapter

18.26 (Ceres Sign Code) of the Municipal Code. The applicant shall obtain the appropriate sign permit(s) and building permit(s) for all project signage (which shall meet City standards) and shall be reviewed and approved administratively by the Director of Community Development or designee. Allowable signage for this project includes the following:

a. For any proposed wall signs, the City will require said wall signs to be designed as individual channel lettering with an
appropriate background (not a cabinet type sign). The
maximum allowable sign area for a wall sign is 1 square foot of ITEM 10
sign area for every 1 lineal foot of primary building frontage and ½ square foot for every 1 linear foot of secondary frontage.

10. The applicant shall provide a standard food service grease trap for each building that has a kitchen/food prep area, which shall be approved by the County of Stanislaus Department of Environmental Resources. The applicant/future tenant(s) shall secure the necessary permits for the food service operations.

11. Any proposed “Bike Racks” for the project should be equally distributed throughout the “commercial shops” area near all buildings.

12. Any roof top mechanical equipment for the new buildings shall be screened from public view to the satisfaction of the City.

13. The applicant shall secure the necessary demolition permit(s) from the City of Ceres to demolish all/any existing structures on site.

14. The applicant shall comply with any requirements imposed by the San Joaquin Valley Air Pollution Control District (SJVAPCD).

15. The applicant shall comply with any requirements imposed by the Turlock Irrigation District (TID).

16. The applicant shall comply with any requirements imposed by the Stanislaus County Department of Environmental Resources.

17. The applicant shall provide “As -Built” drawings of the improvements including plan and profiles of the water, sanitary sewer and storm drain systems. Alignments shall be tied to a monumented property corner.

C. GENERAL CONDITIONS OF APPROVAL

Planning Division

1. Development shall conform to the plans designated by the City Planning Division as “Final Exhibit”. Final exhibit shall consist of the submitted map(s), site plan, floor plans, elevations and landscape plans amended by the applicant to reflect any changes indicated above in, Item B, Project Specific Conditions or required by the City in the approval process. The applicant shall submit any required amended site plans to the Planning Division within 90-days of project approval. Failure to submit the amended plans will result in a delay in processing and/or approval of those plans.

ITEM 10

2. The development impact fees and project processing fees due in connection with this project shall be based upon the fees in effect at the time the fee is paid unless modified by a Development Agreement or other mechanism approved by the City. All developers of property within this project site shall pay the appropriate City and County Public Facility Fees, Ceres Unified School District Fees and other applicable fees in place. These fees may be adjusted yearly based on the construction cost index or other method as approved by the City.

3. Any plans associated with the permit shall be in substantial compliance to the approved site plan and the development shall be consistent with applicable sections of the General Plan, Zoning Ordinance and applicable master plan. Violation of any provision(s) may result in Code Enforcement action, which may include revocation of permit and/or monetary penalties.

4. As applicable, the applicant shall meet all requirements of Pacific Gas & Electric, San Joaquin Valley Air Pollution Control District, Turlock Irrigation District (TID) and other utility agencies serving the project site to the satisfaction of the Planning Division.

5. The developer will defend, indemnify, and hold harmless the City, its agents, officers, employees and volunteers from and against all claims, lawsuits, or causes of action (whether brought solely against the City or jointly against both City, developer, or others), damages, losses, and expenses, including attorney fees, arising in any manner out of the approval or the application approved herein, including, without limitation, all actions or proceedings to attack, set aside, void or annul the permit granted pursuant to the City’s approval of the application referenced herein, provided the City notifies the developer within a reasonable time of any such claim, action or proceeding, and cooperates in the defense of such claims, actions or proceedings.

6. Prior to any construction activity, the developer shall inform all contractors of the possibility that human remains may be found on the site during construction activities. The applicant shall consult with the Native American Heritage Commission for reco mmended procedures if human remains are found.

7. As determined by the City, the applicant shall secure all necessary easements for reciprocal access, parking, landscaping and/or public utilities over the proposed property. Where required, location of all easements shall be agreed to with the City prior to the issuance of ITEM 10
building permits. These easements shall be recorded prior to issuance of a Certificate of Occupancy.

8. In addition to complying with the State of California’s Model Water Efficient Landscape Ordinance (MWELO) standards, the applicant shall be required to landscape and irrigate the property as stipulated by the City of Ceres Water Efficient Guidelines and Standards. The applicant, prior to building permit submittal, shall provide landscape and irrigation plans indicating the type, size and location of planted material, water usage calculations and irrigation plans. The Director of Community Development or his designee will review and approve all landscape and irrigation plans. A Landscape Maintenance Agreement form shall be signed and executed prior to issuance of a building permit.

9. The trash/recycling enclosure s for this project shall meet the size requirements established in the City of Ceres Water Efficien t Guidelines and Standards. Each enclosure shall have a six -foot textured masonry block with solid metal gates in front that match the building field color. In visible locations, the enclosures may be required to have stucco siding and provide landscape screening, such as climbing vines or bushes to the discretion of the Director of Community Development or his designee.

10. All signage shall be consistent with the standards and guidelines established in Section 18. 26 of the City of Ceres Municipal Code.

The placement and installation of said signs shall comply with both zoning and building codes in place at time of approval.

11. The applicant shall comply with the visibility obstructions at public intersections provisions in Chapter 12. 07 of the City of Ceres Municipal Code.

12. During the construction phase, the applicant shall ensure temporary outdoor storage of items will be screened with a fence or wall, as required. Depending on use, fences or walls shall not exceed eight (8’) feet in height including security measures , unless required for environmental mitigation or approval of the Planning Commission or City Council.

13. The applicant shall comply with the requirements of the San Joaquin Valley Air Pollution Control District regarding Rule 9510 to the satisfaction of the City of Ceres. If applicable, applicant shall submit verification of compliance or payment of fee to the satisfaction of the Director of Permits Services or designee from the Air District, prior to issuance of a building permit. Additionally, the applicant shall ITEM 10
incorporate measures per the SJVAPCD guidelines to reduce greenhouse gas emissions to the satisfaction of the SJVAPCD and to the City.

14. The Planning Division may approve minor amendments to the project, provided that the amendment is still in substantial conformance with the original approval of this entitlement. A request for a minor amendment shall be submitted in writing to the Planning Division. Any request that is not deemed minor in nature must be presented to the Planning Commission through the amendment process and the applicant shall pay the necessary processing fees.

15. The applicant and/or outside party have the right to appeal, within 10-days, any decision of the Planning Commission to the City Council per the provisions of Chapter 18. 30 of the Ceres Municipal Code.

16. The applicant shall comply with the applicable sections of both the Mitchell Road Corridor Specific Plan and the Ceres Municipal Code.

Engineering Services Department/Public Works Department

The applicant shall comply with the requirements imposed by the City of Ceres Engineering Services Department/Public Works Department, which may include, but not be limited to the following:

1. The applicant shall submit to the City of Ceres for review and approval, a grading and drainage plan prepared by a Registered Civil Engineer; shall obtain a grading permit; and shall post sufficient surety guaranteeing completion.

2. A soils report is required for the project. The applicant shall submit to the City of Ceres for review and approval, a detailed soils report certified by a Civil Engineer registered in the State of California and qualified to perform soils work. The soils report shall comply with the requirements of the current edition of the International Building Code with the current California amendments. The soils report shall provide design parameters for proposed building foundation, soil preparation, and specifications and recommendations for pavement sections, including loading areas and fire lanes.

3. The project may be subject to providing the Engineering Services Department (209-538-5792) with water and sewer analysis to ensure the City has sufficient capacity to serve the development.

ITEM 10

4. All services shall be installed and protected as per City standards.

Additional utility easements may be needed for sewer, water, and storm drainage.

5. Prior to issuance of building permits, a plan for preventing stormwater pollution and implementation of appropriate Best Management Practices (BMP’s) must be submitted to, and approved by, the Ceres Engineering Services Department. The plan shall comply w ith the State Water Regional Control Board Storm water Best Management Practices during construction.

6. The project shall be designed to incorporate “Low Impact Development (LID)” design parameters as well as a Stormwater Pollution Prevention Plan (SWPPP). The City needs a copy of the SWPPP prior to start of construction (grading). The applicant will be required to implement construction BMP's to prevent sediment from entering the street and the City's storm drain inlets, which includes gravel drives at entrance/exit points, wattles, and storm drain inlet filters, as well as keeping concrete wash, chemicals, etc. out of the storm drain system.

This shall be done to the satisfaction of the Engineering Services Department.

7. The applicant shall provide three (3) separate water related service lines, including fire service, domestic service, and irrigation service.

8. Prior to any work being conducted within the City right-of-way and prior to issuance of building permits, the applicant shall obtain an Encroachment Permit from the City. Prior to issuance of the Encroachment Permit, the applicant shall submit to the City of Ceres for review and approval, improvement plans prepared by a registered Civil Engineer; shall pay plan check and inspection fees; shall provide a cost estimate of the improvements; and shall post sufficient surety guaranteeing the construction of the improvements.

9. The applicant shall provide traffic control plans, prepared by a registered civil engineer, for all proposed work within the City right -of- way.

10. The applicant shall indicate, in writing to the City, the disposition of any water well(s) and any other water that may exist within the site. If any wells are proposed to be abandoned, or if they are abandoned and have not been properly sealed, they must be destroyed per County of Stanislaus requirements.

11. The project soils engineer shall submit a soils certification prior to placement of building foundations and pavement.

ITEM 10

12. The applicant shall submit pavement design sections to the Engineering Services Department for review and approval prior to placement of pavement.

13. All improvements shall be constructed in accordance with City standards and to the satisfaction of the Engineering Services Department.

14. The applicant shall comply with San Joaquin Valley Air Pollution Control District regulations for the construction phase of this project.

DURING CONSTRUCTION, THE FOLLOWING CONDITIONS
SHALL APPLY:

15. If any hazardous waste is encountered during the construction of this project, then all work shall be immediately stopped and the Stanislaus County Environmental Health Department, the Fire Department, the Police Department, and the City Inspector shall be notified immediately. Work shall not proceed until clearance has been issued by all of these agencies.

16. The developer shall keep adjoining public streets free and clean of project dirt, mud, materials, and debris during the construction period, as is found necessary by the City Engineer.

17. If grading is to take place between October 1 and May 1, both temporary and permanent erosion control plans shall be submitted for review and approval along with the grading plan. Permanent erosion control measures shall include hydro- seeding of all graded slopes within 60-days of completion of grading.

18. Where soil or geologic conditions encountered in grading operations are different from that anticipated in the soil and/or geologic investigation report, or where such conditions warrant changes to the recommendations contained in the original soil investigation, a revised soil or geologic report shall be submitted for approval by the City Engineer.

19. Sufficient surety guaranteeing the public improvements for a period of one year shall be provided.

20. If there are substantial changes in the size, alignment, grades, etc. during construction, then original "as-built" plans on the standard size sheets will be certified by the Project Civil Engineer and returned to the City Engineering Services Department office.

ITEM 10

Building Division

1. The proposed development requires the approval of building permit(s) and it shall be subject to comply with the currently adopted California Building Code and disability accessibility as approved by the Building Division at the time of building permit issuance.

2. The applicant shall list all color and materials on the construction drawings when submitted to the City’s Building Division.

3. An automatic fire sprinkler system will be required for each building that is 5,000 square feet or more in size.

4. Approval of this project is not an authorization to commence construction. Building construction, alterations, repairs, sign erection or occupancy shall not be permitted without prior approval of the Building Division through issuance of any required permits.

5. All construction shall meet the requirements of the current adopted California Building Code, and disability accessibility as approved by the Building Division.

6. The applicant shall obtain approval of a City of Ceres building permit for the project and shall pay all applicable fees, including but not limited to: City of Ceres Public Facility Fees, Stanislaus County Public Facility Fees, and Ceres Unified School Di strict fees. These fees are adjusted annually. The applicant shall pay the fees in place at the time the building permit is issued.

7. The applicant shall provide on- site restroom facilities during construction.

8. Accessible parking stalls shall have a dimension of 17’ x 19’ with the access area on the passenger side. ADA accessibility to the proposed building shall be required per State and Federal Law and to the approval of the Building official.

9. The project will be subject to approval from the San Joaquin Air Pollution Control District.

Fire Department

The project shall conform to any requirements imposed by the Fire Department, including, but not limited to:

ITEM 10

1. All construction shall conform to the requirements of the Ceres Building Division and Ceres Ordinance 84-625, as amended pertaining to the Uniform Fire Code and Ordinance 80- 546, as amended, pertaining to Automatic Sprinklers.

2. An automatic fire sprinkler system is required for each building that is 5,000 square feet or more in size. Each sprinkler system must be approved by the Fire Marshal.

3. A Knox type key emergency access box is required for each building, mounted between 6-8 feet AFF. Location to be specified by the Ceres Emergency Services.

4. FDC for fire sprinklers requires a fire hydrant to be within 90 feet.

5. FDC shall be labeled by metal-tag with address of building it serves.

6. All emergency vehicle access points and proposed utilities shall ensure cross -easements and shall be located per the proposed development plans unless modified by these conditions.

7. All emergency vehicle access areas shall be constructed of an all - weather material approved by the Ceres Emergency Services.

8. An approved fire alarm system is required for each building and each system shall be 24- hour monitored by an approved and UL listed monitoring station.

9. Fire hydrant(s) are required. All fire hydrant(s) shall be spaced 300 feet apart in which both on and off site location to be approved by Ceres Fire Department. Fire hydrants shall also be within 50 feet of the Fire Department Connection on the same side roadway for the Automatic Fire Sprinkler System. They shall be connected to a minimum main size of 8 inches for a dead- end hydrant and 6 inches for a looped system.

10. Each hydrant shall be Rich 960 or equal and be within 50 feet of each Fire Department Connection ( FDC). Fire Department Connections (FDC’s) shall be located per Ceres Fire Department specifications.

11. Fire main layout shall be reviewed and approved by the Ceres Emergency Services. All water systems shall be looped when supplying more than one hydrant.

12. The applicant shall provide and install security lighting for the project.

ITEM 10

13. A minimum of 48-hour notice is required for all inspections.

14. All vertical obstructions shall be higher than 13 feet 6 inches.

15. Address numbers on the building shall clearly be visible from the street in contrasting color. Front and rear doors to have address numbers (or Suite numbers) 6” in size.

16. The applicant shall mark fire lanes within the project in the locations as approved by the Fire Marshall.

17. Permanent all weather signage (minimum 3 inch letters/numbers – red background with white letters – shall be installed at:

a. Main Electrical Disconnect
b. Main Gas Shutoff
c. Electrical Room

Police Department

1. The project will be required to conform to the provisions of the Public Peace, Safety and Morals section of the Ceres Municipal Code.

ITEM 10

ITEM 10
ITEM 10

SITE LEGEND

CONCRETE CURB

SAW-CUT LINE

MONUMENT/PYLON SIGN

WHEEL STOPS

HANDICAP SIGN

HANDICAP LOGO

STRIPING

BOLLARD
FENCE

FIRE HYDRANT
RAMP

FIRE LANE

PARKING SPACES

TRAFFIC ARROW

DUMPSTER
X
A.D.A. AREAS - NOT TO EXCEED
A SLOPE GREATER THAN 1.5% IN

ANY DIRECTION
A.D.A. ROUTE - NOT TO EXCEED A

RUNNING SLOPE GREATER THAN

4.5% OR CROSS SLOPE GREATER
THAN 1.5%

EXISTING LEGEND

CHAIN LINK FENCE

WOOD FENCE

OVERHEAD ELECTRIC

BENCHMARK

BOLLARD

FIRE HYDRANT

GUY POLE

POWERPOLE

SINGLE POLE SIGN

STREET LIGHT

TRAFFIC SIGNAL

TRAFFIC SIGNAL BOX

TREE-EVERGREEN

TREE-MISC

UTILITY POLE

WATER METER

WATER VALVE
#1074 #1106
#1140
#1152#1157
#1208
#1478
#1499
#1505
#1508

RHODE ROAD

MITCHELL ROAD

PROPOSED
PARCEL 5
(S50°33'20"E 120.94' R5)
(S04°29'04"E 182.22' R5)
(Δ=11°45'56" R5)
(R=272.00' R5)
(L=55.85' R5)
(144.76' R3&R5)
(1320.71' R2)
(217.36' R3)
60'
FOUND 5/8" REBAR,NO CAP, DOWN 14" IN WELL
HIGHWAY 99
HIGHWAY 99

NORTH BOUND OFF-RAMP

MITCHELL ROAD

MITCHELL ROAD

ROHDE ROAD
HIGHWAY 99
8 VAN
5C-STORE
50_L_XR_2102
5,951 SF
7 8
R3'
R30'
10'
30'
47'
20'
14' 20' 42' 42' 10.5'
10'

15.5'
48' 18'
9'
9' 8' 9'
25'
9'
20'30'6'
10'22.2' 12.5' 12.5'10.2'
94'
32'

20.5'

10.8'

19.6'
26'
9'
9'
R5'
5'
R5'
36'133'
R3'

57.6'
114.7'

60.5'
40'

SIDEWALK

SIDEWALK
EXISTING LAND USE:

VACANT
EXISTING LAND USE:

VACANT
EXISTING LAND USE:

VACANT
EXISTING LAND USE:

VACANT
15' BUILDING SETBACK
15' BUILDING SETBACK

SIDEWALK
LINE OF SIGHT 320 L.F.
8 20' 9'
R15'
R3'
50'
50'
R20'
R15'
R10'
R20'
TRASH

ENCLOSURE

UNDERGROUND

FUEL STORAGE
TANKS

AIR STATION

GENERATOR

EV PARKING

BIODIESEL

MIXING VAULT

RV DUMP

FUEL CANOPY

FUEL CANOPY

ADA PATH

OF TRAVEL
GREASE

INTERCEPTOR

RAISED MEDIAN

BY OTHERS
"NO TRUCK
ENTRANCE"
SIGN

ADA PATH

OF TRAVEL

UTILITY STUBS

BY OTHERS

UTILITY STUBS

BY OTHERS

STORMWATER

SAND/OIL

SEPARATOR

ROHDE RD

IMPROVEMENTS

BY OTHERS

STORMWATER

SAND/OIL

SEPARATOR

ROHDE RD

IMPROVEMENTS

BY OTHERS
90'
R10'
R10'
R30'
R30'
40'
R55'
R40'
PARCEL 2

0.04 ACRES
PARCEL 1

3.58 ACRES
Scale: 1" = ' Feet
0 30
60 VICINITY MAP
N.T.S.

N
SITE
Know what's below.

Call before you dig.

DESCRIPTIONMARK DATE
SHEET NO.

DESIGNED BY:

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

JOB NO.: DATE: 01/30/202420231220.0
HWY. 99 & MITCHELL RD.

CERES, CA 95307
243 E. 3rd Street
Long Beach, CA 90802MAVERIK STORE #:
1333 W. McDermott Dr., Suite 200
Allen, TX 75013
Firm # F-21415
185 S. STATE STREET
SALT LAKE CITY, UT 84111
C-1

SITE PLAN
TOTAL PARKING PROVIDED:

PROPOSED USE:

EXISTING ZONING:

SITE ACREAGE:

BUILDING AREA:

HANDICAP PARKING PROVIDED:

IMPERVIOUS AREA:

BUILDING HEIGHT:

PERVIOUS/LANDSCAPE AREA:

REGULAR PARKING REQUIRED:

SITE DATA SUMMARY TABLE
NUMBER OF STORIES:

HANDICAP PARKING REQUIRED:

REGULAR PARKING PROVIDED:

BUILDING COVERAGE:

FLOOR AREA RATIO:

3.53 ACRES (153,641 S.F.)

FUEL STATION
5,951 S.F.
1 29'-0"
4%

0.04 36 SPACES
2 SPACES (1 VAN ACCESSIBLE)
2 SPACES (1 VAN ACCESSIBLE)
38 SPACES
119,737 S.F. (77.9%)
33,904 S.F. (22.1%)
1 SP PER 250 S.F.
24 SPACES

RC - REGIONAL COMMERCIAL
APN: 041-018-007-000
PROPOSED ZONING: RC - REGIONAL COMMERCIAL
ATTACHMENT 2EXHIBIT B
ITEM 10
113

DELI PREP
114

KITCHEN

SERVICE
112
COFFEE
PREP
101
RETAIL
116
35°

BEVERAGE
COOLER
115
30° BEER
COOLER
111
COOLER
110

FREEZER
109
STORE
ROOM
106
MEN'S
105

WOMEN'S
103

ELECTRICAL
102
OFFICE

HOUSEKEEPING
PAD
57' - 5"
107
VENDOR

RECEIVING
108

HALLWAY
104
EXIT

HALLWAY
113' - 9"
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-1 FLOOR PLAN
5,951 SF

V-B / M
SCALE: 1/4" = 1'-0"1

FLOOR PLAN
ITEM 10
3 A-2
3 A-2
2 A-2
2 A-2

ROOF ACCESS LADDER

CONDENSING UNIT

HVAC ROOF TOP UNIT

CONDENSING
UNIT

SKYLIGHT

HVAC ROOF TOP UNIT HVAC ROOF TOP UNIT

CONDENSING
UNIT

CONDENSING
UNIT

CONDENSING
UNIT

CONDENSING
UNIT

CONDENSING
UNIT
STEEL AWNING, PAINTED BLACK FOX, TYP.STANDING SEAM METAL

ROOF, MIDNIGHT BRONZE
ROOF CRICKET, TYP.

PVC ROOFING, WHITE, OVER R-30 RIGID INSULATION.

CONDENSING
UNIT
1/4" / 12"
1/4" / 12"
5/8" / 12"
1/4" / 12"
7/8" / 12"
7/8" / 12"
3/8" / 12"
1/4" / 12"
3/8" / 12"
3/8" / 12"
3/8" / 12"
1/2" / 12"
± 119' - 0"
± 115' - 4"
± 119' - 0"± 119' - 0"
± 115' - 6"± 115' - 6"
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-2 ROOF PLAN
5,951 SF

V-B / M
SCALE: 3/16" = 1'-0"1

ROOF PLAN
SCALE: 1/8" = 1'-0"3

BUILDING SECTION
SCALE: 1/8" = 1'-0"2

BUILDING SECTION
ITEM 10
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-3 PERSPECTIVE VIEWS
5,951 SF

V-B / M
SCALE:1

BUILDING PERSPECTIVE - FRONT LEFT
SCALE:2

BUILDING PERSPECTIVE - FRONT RIGHT
ITEM 10

FINISHED FLOOR
100' - 0"

FINISHED FLOOR
100' - 0"
T.O. PARAPET 2
120' - 0"
T.O. PARAPET 2
120' - 0"
T.O. ROOF
129' - 1"
T.O. ROOF
129' - 1"
T.O. WINDOW
111' - 0"
T.O. WINDOW
111' - 0"
T.O. WAINSCOT
104' - 0"
T.O. WAINSCOT
104' - 0"

05.69 TYP.

06.04 TYP.

06.05 TYP.

04.06 TYP.

04.05 TYP.

08.02 TYP.

08.05 TYP.

06.30 TYP.

06.05 TYP.

06.06 TYP.

06.30 TYP.

06.05 TYP.

06.04 FRONT DECK BEARING
115' - 2 1/4"

FRONT DECK BEARING
115' - 2 1/4"
T.O PARAPET
119' - 0"
T.O PARAPET
119' - 0"

BEAM BEARING
120' - 3"

BEAM BEARING
120' - 3"
TYP.

05.79 FINISHED FLOOR
100' - 0"

FINISHED FLOOR
100' - 0"
T.O. PARAPET 2
120' - 0"
T.O. ROOF
129' - 1"
T.O. WAINSCOT
104' - 0"
T.O. WAINSCOT
104' - 0"
T.O. PIER CAP
110' - 9"
T.O. PIER CAP
110' - 9"

REAR DECK BEARING
114' - 2"
TYP.

05.69 TYP.

06.04 TYP.

08.04 TYP.

08.02 TYP.

06.30 TYP.

06.05 TYP.

05.69 TYP.

06.04 TYP.

04.06 TYP.

04.05 FRONT DECK BEARING
115' - 2 1/4"
T.O PARAPET
119' - 0" T.O PARAPET
119' - 0"

BEAM BEARING
120' - 3"
TYP.

05.01 TYP.

05.79 TYP.

05.7910.59
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-4 EXTERIOR ELEVATIONS
5,951 SF

V-B / M
SCALE: 1/4" = 1'-0"1

FRONT ELEVATION

KEYED NOTES
SCALE: 1/4" = 1'-0"2

LEFT ELEVATION

04.05 CULTURED STONE VENEER, SKYLINE, COUNTRY LEDGESTONE

04.06 CULTURED STONE VENEER CAP, SKYLINE, COUNTRY LEDGESTONE

05.01 PRE-FINISHED GUTTER AND DOWNSPOUT, BRITE RED

05.69 STEEL AWNING, COLOR P-9

05.79 3/4" METAL SOFFIT, COMMERCIAL GRADE. COLOR: PAINTED BLACK FOX SW 7020

06.04 FIBER CEMENT BOARD & BATTEN SIDING, BB-2

06.05 FIBER CEMENT BOARD & BATTEN SIDING, BB-1

06.06 FIBER CEMENT TRIM BB-3

06.30 HORIZONTAL JOINT IN SIDING

08.02 ALUMINUM STOREFRONT SYSTEM, DARK BRONZE

08.04 HOLLOW METAL DOOR AND FRAME, PAINT TO MATCH SIDING

08.05 WINDOW, SEE SCHEDULE

10.59 ROOF ACCESS LADDER W/ SECURITY GATE. POWDER COATED COLOR TO MATCH SIDING BB-1
ITEM 10

FINISHED FLOOR
100' - 0"

FINISHED FLOOR
100' - 0"
T.O. WAINSCOT
104' - 0"
T.O. WAINSCOT
104' - 0"
T.O. PIER CAP
110' - 9"
T.O. PIER CAP
110' - 9"

REAR DECK BEARING
114' - 2"

REAR DECK BEARING
114' - 2"
TYP.

04.06 TYP.

04.05 TYP.

06.04 T.O PARAPET
119' - 0"
T.O PARAPET
119' - 0"
TYP.

06.06 10.5922.1505.21

FINISHED FLOOR
100' - 0"

FINISHED FLOOR
100' - 0"
T.O. PARAPET 2
120' - 0"
T.O. ROOF
129' - 1"
T.O. WAINSCOT
104' - 0"
T.O. WAINSCOT
104' - 0"
T.O. PIER CAP
110' - 9"
T.O. PIER CAP
110' - 9"

REAR DECK BEARING
114' - 2"
TYP.

05.69 TYP.

06.05 TYP.

06.04 TYP.

06.30 TYP.

06.06 TYP.

05.21 TYP.

05.06 TYP.

05.03 TYP.

06.30 TYP.

04.06 TYP.

04.05 FRONT DECK BEARING
115' - 2 1/4"
T.O PARAPET
119' - 0"
T.O PARAPET
119' - 0"

BEAM BEARING
120' - 3"
TYP.

05.01 10.59
TYP.

05.79 Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-5 EXTERIOR ELEVATIONS
5,951 SF

V-B / M
SCALE: 1/4" = 1'-0"1

REAR ELEVATION

KEYED NOTES
SCALE: 1/4" = 1'-0"2

RIGHT ELEVATION

04.05 CULTURED STONE VENEER, SKYLINE, COUNTRY LEDGESTONE

04.06 CULTURED STONE VENEER CAP, SKYLINE, COUNTRY LEDGESTONE

05.01 PRE-FINISHED GUTTER AND DOWNSPOUT, BRITE RED

05.03 PAINTED STEEL, BLACK FOX

05.06 MBCI PRE-FINISHED METAL ROOF, 1 3/4" STANDING SEAM, MIDNIGHT BRONZE

05.21 PRE-FINISHED METAL COPING, COLOR MIDNIGHT BRONZE

05.69 STEEL AWNING, COLOR P-9

05.79 3/4" METAL SOFFIT, COMMERCIAL GRADE. COLOR: PAINTED BLACK FOX SW 7020

06.04 FIBER CEMENT BOARD & BATTEN SIDING, BB-2

06.05 FIBER CEMENT BOARD & BATTEN SIDING, BB-1

06.06 FIBER CEMENT TRIM BB-3

06.30 HORIZONTAL JOINT IN SIDING

10.59 ROOF ACCESS LADDER W/ SECURITY GATE. POWDER COATED COLOR TO MATCH SIDING BB-1

22.15 ROOF OVERFLOW DRAIN SCUPPER, SEE PLUMBING DRAWINGS ITEM 10
11' - 0"28' - 0"28' - 0"28' - 0"11' - 0"
TYP.

10.50 TYP.

26.23 TYP.

09.17 TYP.

11.06 TYP.

32.03 TYP.

03.10 14' - 0"24' - 0"14' - 0"
TYP.

26.23 TYP.

09.17 TYP.

32.08 TYP.

32.05 STREET SIDE
TYP.

32.03 TYP.

03.10 TYP.

10.49 TYP.

32.27 PUMP ACCESS
(OPEN TO BELOW)
3' - 8"4' - 7"6' - 4 1/2"
TYP.

32.08 TYP.

03.10 TYP.

11.06 TYP.

32.27 1' - 2"
2' - 6"
1' - 8"
TYP.

32.04 TYP.

32.05 TYP.

10.49 TYP.

32.03 STREET SIDE
14' - 0"24' - 0"14' - 0"
TYP.

03.04 TYP.

32.05 TYP.

09.17 TYP.

11.06 TYP.

05.68 TYP.

26.23 TYP.

32.08 TYP.

32.03 11' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 0"
TYP.

26.23 TYP.

09.17 TYP.

11.06 TYP.

32.03 TYP.

32.27 EQ.EQ.
12" VINYL LETTERING
33"
16' - 0"3' - 3"
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-6 CANOPY ELEVATIONS
5,951 SF

V-B / M
SCALE: 1/4" = 1'-0"1

FUEL DISPENSING CANOPY - STREET SIDE ELEVATION
SCALE: 1/4" = 1'-0"5

FUEL DISPENSING CANOPY - END ELEVATION
SCALE: 1/2" = 1'-0"2

CANOPY COLUMN PLAN

KEYED NOTES
SCALE: 1/4" = 1'-0"4

FUEL DISPENSING CANOPY - END ELEVATION
SCALE: 1/4" = 1'-0"3

FUEL DISPENSING CANOPY - BUILDING SIDE ELEVATION
NOTE:

FUEL CANOPY DRAWINGS PROVIDED ARE
CONCEPTUAL, AND MAY VARY FROM SITE TO SITE.

03.04 REINFORCED CONCRETE PAD

03.10 6" MIN. RAISED CONCRETE ISLAND W/ TOOLED EDGES AND CORNERS. VERIFY SIZE W/ DISPENSER SUPPLIER +/-5'-0" X 3'-0" (NO METAL FORM). ACCESSIBLE ISLAND TO BE 6"; SEE CIVIL DRAWINGS FOR LOCATION

05.68 ALUMINUM COMPOSITE METAL PANEL, WHITE

09.17 PANEL COLUMN CLADDING, COLOR TO MATCH P-9

10.49 4A:40 BC FIRE EXTINGUISHER W/ CASE, LOCATE WITHIN 75' OF ALL PUMPS, DISPENSERS, OR STORAGE TANK. LOCATION TO BE FINALIZED BY FIRE

MARSHAL

10.50 SIGNAGE TO BE COORDINATED BY FUEL CANOPY CONTRACTOR WITH OWNER

11.06 DISPENSING STATION (BY OTHERS)

26.23 ALL LIGHT FIXTURES (NOT SHOWN) TO BE FLUSH MOUNTED WITHIN THE DECK

PANEL SOFFIT

32.03 4" DIAMETER "U" BOLLARD, SET AND FILLED W/ CONCRETE, SEE CIVIL DRAWINGS. PAINTED P-4

32.04 EXPANSION JOINTS, TO BE FILLED W/ "JET FUEL RESISTANT" SEALANT, SEE

CIVIL DRAWINGS

32.05 SIGNAGE, BY OWNER, TO COMPLY WITH IFC 2305.6 AND POSTED ON EACH

SIDE OF COLUMN

32.08 TRASH CONTAINER, PROVIDED BY OWNER

32.27 PAINT CONCRETE CURB EDGE P-4
ITEM 10
Cultured Stone - Skyline,
Country Ledgestone
BB-2 Fiberboard -
Gauntlet Gray
BB-1 & BB-3 Fiberboard -
Worldly Gray
CMU - Canvas
C-2 MBCI Brite Red
C-1 MBCI Midnight Bronze Anodized - Dark Bronze Paint P-9 - Black Fox Paint P-4 - Safety RedACM - Eastman Red
Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-7 EXTERIOR MATERIALS BOARD
5,951 SF

V-B / M
ITEM 10
TYP.

03.08 TYP.

04.10 TYP.

03.13 5' - 4" 8"
GRADE
TYP.

10.38 TYP.

10.40 TYP.

10.42 TYP.

10.41 TYP.

04.10 GRADE
TYP.

04.08 23' - 4" 1"
1' - 0" 2' - 0" 8"5' - 4"
TYP.

03.08 GRADE
TYP.

10.40 TYP.

04.08 TYP.

03.08 TYP.

10.38 TYP.

04.10 TYP.

10.39 TYP.

10.41 1" 12' - 8"
5' - 4" 8" 2' - 0" 1' - 0"
12' - 8" 1"
TYP.

04.10 TYP.

03.08 GRADE
5' - 4" 8" 2' - 0" 1' - 0"
TYP.

04.08 Prototype Version:
185 S. State Street
Salt Lake City, Utah 84111
Building Square Footage:

Construction Type/Occupancy Classification:

PROPOSED MAVERIK C-STORE 50_L_XR_2302
A-8 TRASH ENCLOSURE ELEVATIONS
5,951 SF

V-B / M

KEYED NOTES
SCALE: 1/2" = 1'-0"1

TRASH ENCLOSURE - FRONT ELEVATION
SCALE: 1/2" = 1'-0"3

TRASH ENCLOSURE - BACK ELEVATION
SCALE: 1/2" = 1'-0"2

TRASH ENCLOSURE - RIGHT ELEVATION
SCALE: 1/2" = 1'-0"4

TRASH ENCLOSURE - LEFT ELEVATION

03.08 CONCRETE FOOTINGS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS

03.13 CONCRETE PIER FOUNDATION, SEE STRUCTURAL DRAWINGS

04.08 SPLIT-FACE CMU BLOCK, COLOR: CANVAS, 6'-0" HIGH WITH CONCRETE CAP

04.10 SPLIT FACE CAP

10.38 WELD BRACES TO GATE AS REQUIRED

10.39 6" METAL POST, CONCRETE FILLED AND CAPPED. PAINTED P-9

10.40 CHAIN LINK GATE WITH SLATS TO MATCH P-9, W/ (4) HINGES, PAINTED P-9

10.41 5/8" DROP ROD TO CONCRETE, PAINTED P-9

10.42 3/4" DRILLED HOLE FOR DROP ROD, 3" MIN. DEPTH
ITEM 10
HIGHWAY 99

NORTH BOUND OFF-RAMP

MITCHELL ROAD

ROHDE ROAD
8 VAN
5C-STORE
50_L_XR_2102
5,951 SF
7 8
TRASH

ENCLOSURE

UNDERGROUND

FUEL STORAGE
TANKS

AIR STATION

GENERATOR

EV PARKING

BIODIESEL

MIXING VAULT

RV DUMP

FUEL CANOPY

SIDEWALK

FUEL CANOPY

SIDEWALK
EXISTING LAND USE:

VACANT
EXISTING LAND USE:

VACANT
EXISTING LAND USE:

VACANT
15' BUILDING SETBACK
15' BUILDING SETBACK

RAISED MEDIAN

BY OTHERS
"NO TRUCK
ENTRANCE"
SIGN

SIDEWALK
LINE OF SIGHT 320 L.F.

UTILITY STUBS

BY OTHERS

STORMWATER

SAND/OIL

SEPARATOR

ROHDE RD

IMPROVEMENTS

BY OTHERS
8 ROHDE RD

IMPROVEMENTS

BY OTHERS
PARCEL 2

0.04 ACRES
PARCEL 1

3.58 ACRES
Scale: 1" = ' Feet
0 30
60 VICINITY MAP
N.T.S.

N
SITE
Know what's below.

Call before you dig.

DESCRIPTIONMARK DATE
SHEET NO.

DESIGNED BY:

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

JOB NO.: DATE: 01/30/202420231220.0
HWY. 99 & MITCHELL RD.

CERES, CA 95307
243 E. 3rd Street
Long Beach, CA 90802MAVERIK STORE #:
1333 W. McDermott Dr., Suite 200
Allen, TX 75013
Firm # F-21415
185 S. STATE STREET
SALT LAKE CITY, UT 84111
PL

PRELIMINARY LANDSCAPE PLAN

PRELIMINARY LANDSCAPE PLAN
x
x
x
x
x
x x x x
x x
x x
x
x
x x
x
x
x
x
x
x
x
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xx x x x x
15 POSADA
IRVINE, CALIFORNIA 92614
TEL (714) 296-9811
[email protected]

GENE HIRAO
Gene Hirao
ITEM 10
Memorandum
Date: October 8, 2024
To: Catherine Otis and Farman Shir – Site Design Collaborative, Inc.

From: Francisco Martin – Fehr & Peers
Subject: Trip Generation & VMT Screening Analysis for Proposed Maverik Gas Station Project in Ceres, CA
WC24-4116
Introduction
This memorandum summarizes the trip generation and vehicle miles traveled (VMT) screening analysis for the proposed Maverik gas station at the southeast corner of Mitchell Road and Rohde Road in Ceres, CA. The project site was previously part of the SamBella Plaza Vesting Tentative Parcel Map (VTPM) project approved in May 2021, but Maverik now proposes a different site layout and land use mix than originally planned as part of the SamBella Plaza VTPM. This analysis compares the trip generation of the entitled SamBella Plaza project with that of the proposed Maverik gas station project.

No project-specific traffic operations analysis was conducted during the SamBella Plaza VTPM entitlement phase. Instead, the City of Ceres relied on previous traffic studies from nearby approved projects (Ceres Gateway Center and Mitchell Ranch Center), which anticipated future improvements to the Mitchell Road/Rohde Road intersection. Fehr & Peers could not confirm whether these studies accounted for the level of growth now proposed by the Maverik project.

Therefore, this study focuses on the differences in trip generation between the entitled land uses and the proposed Maverik gas station with convenience store. The results will assist City of Ceres Community Development and Engineering Division staff in determining if further traffic analysis is needed to inform the Conditions of Approval (COA) to be established for the proposed Maverik project.

This study also includes a VMT screening analysis, which is typically required under the California Environmental Quality Act (CEQA) for local development project approval. The screening was completed in accordance with the VMT screening guidance provided by the State of California ITEM 10

ATTACHMENT D
Office of Planning and Research (OPR) Technical Advisory on Evaluating Transportation Impacts in CEQA (2018). Since neither the City of Ceres nor Stanislaus County has adopted specific VMT screening guidelines, the OPR Technical Advisory was used for this project.

Project Description
The Maverik gas station and SamBella Plaza VTPM project descriptions are summarized in Table

1. The proposed Maverik project differs from the previously entitled SamBella Plaza VTPM project in terms of scale and land use. The Maverik project features a 5,951 square-foot convenience store, 14 fueling positions for standard vehicles, and 6 fueling positions for heavy trucks. In contrast, the SamBella Plaza project was entitled for a smaller 4,400 square-foot convenience store, 16 fueling positions for standard vehicles, and 12,000 square feet of additional general commercial uses.

Table 1: Project Description – Maverik Project vs. SamBella Plaza VTPM Project Maverik Gas Station Project
(Proposed Project)
SamBella Plaza VTPM Project
(Entitled Project)
• 5,951 sf convenience store
• 14 fueling positions for standards vehicles
• 6 fueling positions for heavy trucks
• 4,400 sf convenience store
• 16 fueling positions for standards vehicles
• 12,000 sf of general commercial uses
Source: Fehr & Peers, October 2024.

The key differences between the currently proposed and previously entitled project include:
• Convenience Store Size: Maverik proposes a larger convenience store (5,951 sf vs. 4,400 sf).
• Fueling Positions: Maverik reduces the number of fueling positions for standard vehicles (14 vs. 16) but introduces 6 fueling positions for heavy trucks, which the SamBella Plaza VTPM project did not include.
• Commercial Uses: SamBella Plaza VTPM included 12,000 sf of general commercial space, which is not part of the Maverik proposal.

Overall, the Maverik project shifts focus toward supporting fueling operations for trucks and passenger vehicles and eliminates the broader commercial space component included in the SamBella Plaza VTPM.

The site plans for the proposed Maverik project and approved SamBella Plaza VTPM are provided in Attachment A.

ITEM 10
Project Trip Generation
Maverik Gas Station Project
Table 2 provides the weekday daily, morning and evening peak hour vehicle trip generation estimate for the proposed project using rates published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The analysis includes adjustments for pass- by trips based on data provided in the ITE manual. Pass-by trips represent trips already en route to a primary destination that make an intermediate stop at a site while passing by on an adjacent street. These trips are considered existing traffic as they would have passed by the site regardless of any new development. Pass-by trips constitute a substantial portion of trip generation for gas stations with convenience stores. When assessing project impacts, pass-by trips are included at the site driveways and adjacent intersections but not at off-site intersections.

The ITE manual estimates that 76% of AM peak trips and 75% of PM peak trips for gas stations with more than nine fueling positions and a convenience store (ITE code 945) are pass-by trips.

Although the ITE manual does not provide pass-by trip estimates for truck stops, the same pass- by rates are applied to the truck fueling positions because the project is located next to the State Route 99 (SR 99) freeway, which will provide substantial pass-by truck traffic that will utilize the SR 99/Mitchell Road interchange to access the proposed Maverik gas station.

As shown in Table 2, the Maverik project is expected to generate a gross total of 6,180 daily trips, with 526 trips during the AM peak hour and 471 trips during the PM peak hour. A substantial portion of these trips are expected to be pass-by trips, with 75% of daily and PM trips, and 76% of AM trips classified as such. This results in a reduction of 4,640 daily trips, including 400 AM peak hour trips and 354 PM peak hour trips.

After accounting for pass-by trips, the project is expected to generate 1,540 net-new daily trips, with 126 net-new trips during the AM peak hour and 117 net-new trips during the PM peak hour.

Heavy Truck Fueling Transactions at Maverik Gas Stations Maverik provided data on fueling transactions from 97 of their gas stations across various states.

On average, each station offers around 5 heavy truck fueling positions; however, the total number of fueling positions for all vehicle types was not provided. Table 3 summarizes the average percentage of transactions occurring at heavy truck fueling positions, showing that heavy trucks account for approximately 4.7% of daily fueling transactions at Maverik stations. This percentage increases during peak commute periods, with heavy trucks making up 6.6% of transactions in the morning and 5.2% in the evening.

ITEM 10
Table 2: Maverik Project Trip Generation Summary
Land Use ITE
Code Size Units Daily
Trips
AM Peak Hour Trips PM Peak Hour Trips
In Out Total In Out Total
Gross Total Trips
Gas Station with
Convenience Store
between 5.5-10 ksf
9451 14 Fueling
Positions 4,840 221 221 442 189 189 378
Truck Stop 9502 6 Fueling
Positions 1,340 41 43 84 49 44 93
Gross Total Trips 6,180 262 264 526 238 233 471
Pass-By Trip Adjustment
Gas Station with
Convenience Store
between 5.5-10 ksf
Pass-By Trips
(75% Daily, 76% AM,
75% PM)3
-3,630 -168 -168 -336 -142 -142 -284
Truck Stop
Pass-By Trips
(75% Daily, 76% AM,
75% PM)3
-1,010 -38 -26 -64 -35 -35 -70
Total Pass-By Trips -4,640 -206 -194 -400 -177 -177 -354 Net-New Trips
Gas Station with
Convenience Store
between 5.5-10 ksf
Net-New Trips 1,210 53 53 106 47 47 94
Truck Stop Net-New Trips 330 3 17 20 14 9 23
Net-New Trips 1,540 56 70 126 61 56 117
Notes:

1. ITE Trip Generation (11th Edition) land use category 945 (Gas Station with Convenience Store 5,500 – 10,000 sf, Adj. Streets, 7-9 AM, 4-6 PM, General Urban/Suburban):
a. Daily: T = 345.75 (X)
b. AM: T = 31.60 (X) (50% in, 50% out)
c. PM: T = 26.90 (X) (50% in, 50% out)

2. ITE Trip Generation (11th Edition) land use category 932 (High-Turnover Sit-Down Restaurant, Adj. Streets, 7-9 AM, 4-6 PM, General Urban/Suburban):
a. Daily: T = 224.0 (X)
b. AM: T = 13.97 (X) (49% in, 51% out)
c. PM: T = 15.42 (X) (53% in, 47% out)

3. Based ITE Trip Generation (11th Edition) pass-by rate (75% daily, 76% AM, 75% PM) for land use category 945.

Source: Fehr & Peers, October 2024.

ITEM 10
Table 3: Maverik Gas Stations - Average Heavy Truck Fueling Transactions (% of Total)1
7:00 – 9:00 AM Peak Period 4:00 – 6:00 PM Peak Period Daily

6.6% 5.2% 4.7%
Notes:

1. Based on data provided by Maverik for 97 gas stations they operate across the United States, the data reflects the ratio of transactions at heavy truck fueling positions compared to the total number of transactions at all fueling positions.

Source: Maverik, October 2024.

SamBella Plaza Project
Table 4 provides the weekday daily, morning and evening peak hour vehicle trip generation estimate for the entitled SamBella Plaza VTPM project using rates published in the ITE manual.

The trip generation rates for ITE land use code 945 were applied to the gas station component of the SamBella Plaza project. Since the convenience store proposed in the SamBella Plaza project is smaller than that in the Maverik project, the trip generation rates were adjusted accordingly. To estimate trip generation for the 12,000 square feet of commercial space proposed in the SamBella Plaza project, ITE code 822 (strip retail plaza) was used. As the SamBella Plaz VTPM project did not specify the types of commercial uses within the 12,000 square feet, ITE code 822 was selected to account for a mix of smaller retail and service establishments typical of strip malls or small shopping centers. This land use generally includes businesses that share a common parking area and serve local customers, with a variety of tenants that can differ in size and function.

The same daily and peak hour pass-by assumptions used for the Maverik gas station were applied to the gas station component of the SamBella Plaza VTPM project. While the ITE manual does not provide pass-by estimates for ITE code 822, it does offer estimates for ITE code 821 (shopping centers between 40,000 and 150,000 square feet). For shopping centers of this size, the ITE manual indicates an average PM peak hour pass-by rate of 40%. Therefore, a 40% pass-by adjustment was applied to the 12,000 square feet of commercial space proposed in the SamBella Plaza project.

As shown in Table 4, the SamBella Plaza project is estimated to generate a gross total of 4,850 daily trips, with 466 trips during the AM peak hour and 454 trips during the PM peak hour. After accounting for pass-by trips, the project is expected to result in 1,470 net-new daily trips, including 123 net-new trips during the AM peak hour and 144 net-new trips during the PM peak hour.

ITEM 10
Table 4: SamBella Plaza VTPM (Entitled) Project Trip Generation Summary Land Use ITE
Code Size Units Daily
Trips
AM Peak Hour Trips PM Peak Hour Trips
In Out Total In Out Total
Gross Total Trips
Gas Station with
Convenience Store
between 4 - 5.5 ksf
9451 16 Fueling
Positions 4,110 217 217 434 182 182 364
Strip Retail Plaza
Less than 40 ksf 8222 12 ksf 740 19 13 32 45 45 90
Gross Total Trips 4,850 236 230 466 227 227 454
Pass-By Trip Adjustment
Gas Station with
Convenience Store
between 4 - 5.5 ksf
Pass-By Trips
(75% Daily, 76% AM,
75% PM)3
-3,080 -165 -165 -330 -137 -137 -274
Strip Retail Plaza
Less than 40 ksf
Pass-By Trips
(40% Daily, AM, and PM)4 -300 -8 -5 -13 -18 -18 -36
Total Pass-By Trips -3,380 -173 -170 -343 -155 -155 -310 Net-New Trips
Gas Station with
Convenience Store
between 4 - 5.5 ksf
Net-New Trips 1,030 52 52 104 45 45 90
Strip Retail Plaza
Less than 40 ksf Net-New Trips 440 11 8 19 27 27 54
Net-New Trips 1,470 63 60 123 72 72 144
Notes:

1. ITE Trip Generation (11th Edition) land use category 945 (Gas Station with Convenience Store 4,000 – 5,500 sf, Adj. Streets, 7-9 AM, 4-6 PM, General Urban/Suburban):
a. Daily: T = 257.13 (X)
b. AM: T = 27.04 (X) (50% in, 50% out)
c. PM: T = 22.76 (X) (50% in, 50% out)

2. ITE Trip Generation (11th Edition) land use category 822 (Strip Retail Plaza Less than 40 ksf, Adj. Streets, 7-9 AM, 4-6 PM, General Urban/Suburban):
a. Daily: T = 42.2 (X) + 229.68
b. AM: Ln (T) = 0.66 Ln (X) + 1.84 (60% in, 40% out)
c. PM: Ln (T) = 0.71 Ln (X) + 2.72 (50% in, 50% out)

3. Based ITE Trip Generation (11th Edition) pass-by rate (76% AM, 75% PM) for land use category 945.

4. Based ITE Trip Generation (11th Edition) pass-by rate (40% PM) for land use category 821.

Source: Fehr & Peers, October 2024.

ITEM 10
Maverik Project vs. SamBella Plaza Project Comparison
The trip generation comparison provided in Table 5 shows notable differences in both gross and net-new trips between the proposed Maverik project and the entitled SamBella Plaza VTPM project.

Table 5: Maverik vs. SamBella Plaza VTPM Project Trip Generation Comparison Land Use Daily
Trips
AM Peak Hour Trips PM Peak Hour Trips
In Out Total In Out Total
Gross Total Trip Comparison
Maverik Project (Proposed) 6,180 262 264 526 238 233 471 SamBella Plaza Project (Entitled) 4,850 236 230 466 227 227 454 Difference 1,330 26 34 60 11 6 17
Net-New Trip Comparison
Maverik Project (Proposed) 1,540 56 70 126 61 56 117
SamBella Plaza Project (Entitled) 1,470 63 60 123 72 72 144 Difference 70 -7 10 3 -11 -16 -27
Source: Fehr & Peers, October 2024.

In terms of gross total trips, the Maverik project is estimated to generate 1,330 more daily trips than the SamBella Plaza project (6,180 vs. 4,850). During the AM peak hour, the Maverik project is expected to generate 60 more trips in total, with 26 more inbound and 34 more outbound trips compared to SamBella Plaza. Similarly, during the PM peak hour, the Maverik project will generate 17 more trips, with a small increase of 11 inbound and 6 outbound trips.

For net-new trips, the difference is less significant. The Maverik project is expected to generate 70 additional daily net-new trips compared to the SamBella Plaza project (1,540 vs. 1,470). However, during the AM peak hour, the Maverik project generates 3 more trips overall, despite having 7 fewer inbound trips and 10 more outbound trips. During the PM peak hour, the Maverik project generates 27 fewer net-new trips in total, with 11 fewer inbound trips and 16 fewer outbound trips.

While the Maverik project is expected to generate higher gross trips overall, the net-new trip impact remains relatively similar to the SamBella Plaza project, with some differences during peak hours.

ITEM 10
Truck Volume Comparison
The Maverik project is expected to generate a higher volume of truck traffic due to the inclusion of six fueling positions designated for heavy trucks. Based on the fueling transaction data provided by Maverik and summarized in Table 3, it is reasonable to estimate that heavy trucks will account for 7% to 8% of the total vehicle traffic during morning and evening peak hours.

Additionally, the project's proximity to SR 99, a key route in the interstate truck network, is likely to attract substantial pass-by truck traffic utilizing the adjacent SR 99/Mitchell Road interchange for site access.

In contrast, the SamBella Plaza project entitlement analysis did not specify projected truck traffic percentages. However, it can be assumed that truck trips for typical commercial developments and gas stations represent less than 5% of total trips. As a result, the Maverik project is not only anticipated to generate a greater number of overall daily and peak-hour trips but will also generate a higher volume of truck traffic compared to the SamBella Plaza project.

VMT Screening Analysis
As of July 1, 2020, CEQA Guidelines Section 15064.3(b) states that the recommended metric for the evaluation of transportation impacts is VMT. It outlines the criteria for analyzing a project’s transportation impacts. For land use projects, this section states that “vehicle miles traveled exceeding an applicable threshold of significance may indicate a significant impact.” According to the OPR Technical Advisory, a land use project will have a significant transportation VMT impact if it:
• Does not meet the screening criteria outlined in the Technical Advisory • Exceeds the applicable VMT threshold, which for the project is set to no net increase in total VMT
According to the OPR Technical Advisory, local-serving retail developments typically reduce VMT by redistributing and shortening trips rather than generating new ones. As a result, such developments are generally considered to have a less-than-significant transportation impact. OPR defines locally serving retail as developments with a building floor area of less than 50,000 sq. ft.

The proposed project, including the gas station, convenience store, has a combined floor area and gas station canopy under 50,000 sq. ft. Therefore, it can be categorized as a locally serving retail project and is presumed to have a less-than-significant VMT impact.

The proposed Maverik gas station project is expected to mostly serve pass-by traffic, supporting the conclusion of a less-than-significant VMT impact.

ITEM 10
Conclusion
The analysis presented in this memorandum shows that the proposed Maverik gas station project will generate more daily and peak hour trips than the previously entitled SamBella Plaza project, primarily due to its larger convenience store and the addition of heavy truck fueling positions. The Maverik project is expected to result in approximately 1,330 more gross daily trips than the SamBella Plaza project. However, when accounting for pass-by traffic, the net-new trips generated by the two projects are relatively similar, with the Maverik project generating just 70 more net- new daily trips. The Maverik project is also projected to have a higher proportion of truck traffic, with around 7 - 8% of its trips expected to come from heavy trucks, compared to less than 5% for SamBella Plaza.

From a VMT perspective, the Maverik project qualifies as locally serving retail. As such, it is presumed to have a less-than-significant VMT impact under CEQA, particularly because it will largely serve pass-by traffic, redistributing rather than creating new trips.

Please contact Francisco Martin (209-210-5609 or [email protected]) if you have any questions or comments on the information presented in this memorandum.

Attachments
Attachment A – Project Site Plans
ITEM 10

Attachment A
Project Site Plans
Fehr & Peers
October 2024
ITEM 10

ROHDE ROAD
TRASH

ENCLOSURE

UNDERGROUND

FUEL STORAGE
TANKS

AIR STATION
9 VAN
4C-STORE
50_L_XR_2102
5,951 SF
10 18

GENERATOR

EV PARKING

BIODIESEL

MIXING VAULT

RV DUMP

FUEL CANOPY

SIDEWALK
R3'
R3'
R5'
R10'
R30'

FUEL CANOPY
10'
30'
47'
20'
14' 20' 42' 42' 10.5'
10'

17.5'
48' 18'
9'
9' 8' 9'
25'
9'
20'30'6'40'
90'
50'
10'

20.5'

12.5'

12.5'

10.2'
94'
32'

20.5'

7.8'

19.6'
50'
26'
9'
9'
R5'
5'
R5'
36'133'
R30'
R55' R30'
R3'

SIDEWALK

ADA PATH

OF TRAVEL

58.9'
GREASE

INTERCEPTOR
304.95'

58.55'
182.22'

49.34'
217.67'
386.73'
369.20'

79.69'
114.7'

60.5'

EXISTING LAND
VACANT

7.99'
15' BUILDING SETBACK
15' BUILDING SETBACK

RAISED MEDIAN

BY OTHERS
R10'
R10'
40'
R20'
R20'
R10'
R20'
R20'

MAVERIK PROJECT

SAMBELLA PROJECT

COMPARISON EXHIBIT
6,000 SF
6,000 SF
4,400 SF
ITEM 10
ITEM 10
City of Ceres
City Council
Maverik Fueling Station Appeal
24-09 CUP Conditional Use Permit
April 14, 2025
ITEM 10

ATTACHMENT E
Project Being
Appealed
 24-09 CUP: To project being appealed is a 5,951
square foot Maverik Fueling Station convenience
store with 14 vehicle fuel pumps and 6 truck fuel
pumps under two separate canopies with site
improvements.
 Location: On the southeast corner of Mitchell
Road and Rohde Road.

ITEM 10
Aerial Vicinity Map
 Project Area
ITEM 10
Zone Map and General
Plan Map
Zone: Regional Commercial (RC) General Plan Designation:

Regional Commercial (RC)
ITEM 10
Surrounding Land Uses
 North: Regional
Commercial &
Highway Commercial
 South: Vacant
Regional
Commercial Land
 East: Vacant
Regional
Commercial Land
 West: Regional
Commercial – Ceres
Gateway Center
ITEM 10
Site Plan
ITEM 10
Economic Impact
 Anticipated Construction Material Purchases
within this Region: $594,000
 Projected to employ the equivalent of 15 full-time
employees
 Projected to generate over $629,000 in Sales &
Use Tax from fuel sales in the first year
 Projected to generate an additional $41,940 in
Sales & Use Tax from convenient store sales in the
first year
ITEM 10
Mitchell Road Corridor
ITEM 10
Stanislaus County Truck Routes
ITEM 10
City of Modesto Truck Routes
ITEM 10
Mobilytics Report
ITEM 10
Staff Recommendation
 Deny the Appeal of Planning Commission’s
Approval of Conditional Use Permit
Application Number 24-09 (CUP) for a
Maverik Fueling Station
ITEM 10
Prepared for:
243 East 3rd Street
Long Beach, CA 90802
Prepared by:
23905 Clinton Keith Road 114-280
Wildomar, CA 92595
February 2025
Ceres Maverik Gas Station
Transportation Impact Analysis

ATTACHMENT F
ITEM 10
Maverik Gas Station TA Executive Summary
i

EXECUTIVE SUMMARY
Purpose of the Report
The purpose of this Transportation Impact Analysis (TIA) report is to analyze the potential circulation constraints related to the provision of access to and from the proposed Maverik Gas Station project (Project), consistent with the city of Ceres General Plan. This TIA will also recommend transportation improvements to address any potential Project deficiencies on the transportation facilities within the study area.

Project Overview
The Project is proposing the construction of a service station with 5,951 square-foot convenience store, 14 fueling positions for standard vehicles, and 6 fueling positions for heavy trucks . The Project is located at the southeast corner of Mitchell Road and Rohde Road in the City of Ceres. Access to the Project site will be provided via driveways on Rohde Road.

The project trip generation was calculated using the Institute of Transportation Engineers (ITE) Trip Generation Manual (TGM), 11th Edition. It is estimated that the project will generate 1,540 daily trips, 126 AM peak hour trips and 117 PM peak hour trips. Project trip distribution and assignment were developed based on the land use characteristics of the proposed project and surrounding area, existing travel patterns within the study area and anticipated travel patterns to and from the project site. Project scenarios and study area intersections were then established in coordination with City staff to determine the potential operational deficiencies on the transportation network due to the construction of the Project.

Analysis Scenarios
• Existing Conditions (Year 2025)
• Opening Year 2027 (Existing + 2% Annual Ambient Growth) + Project Conditions Study Area Intersections

1. Mitchell Road and E Whitmore Avenue

2. Mitchell Road and Roeding Road

3. Mitchell Road and Don Pedro Road

4. Mitchell Road and Service Road

5. Mitchell Road and Rohde Road

6. Mitchell Road and CA-99 Southbound Ramps
Analysis Results and Recommendations
Existing Conditions (Year 2025)
All intersections are expected to operate at an acceptable LOS under Existing Conditions.

Opening Year 2027 Conditions
All intersections are expected to o perate at an acceptable LOS under Opening Year 2027 Project Conditions.

ATTACHMENT F
ITEM 10
Maverick Fueling Station TA Table of Content
i
Table of Contents
EXECUTIVE SUMMARY ............................................................................................................................................... I Purpose of the Report ..................................................................................................................................... i Project Overview ............................................................................................................................................. i Analysis Results and Recommendations ......................................................................................................... i

1.0 PROJECT INTRODUCTION .............................................................................................................................. 1 PROJECT DESCRIPTION ............................................................................................................................................. 1 STUDY AREA .......................................................................................................................................................... 1 PROJECT TRIP GENERATION ....................................................................................................................................... 1 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT ............................................................................................................. 2 PROJECT ACCESS ..................................................................................................................................................... 3 PARKING ............................................................................................................................................................... 3

2.0 METHODOLOGIES ....................................................................................................................................... 7 STUDY SCENARIOS ................................................................................................................................................... 7 STUDY TIME PERIODS ............................................................................................................................................... 7 ANALYSIS METHODOLOGIES ...................................................................................................................................... 7 Intersection Capacity Analysis ....................................................................................................................... 8 Signalized Intersections ............................................................................................................................. 8 Traffic Signal Warrant Analysis ..................................................................................................................... 9 City of Ceres General Plan Compliance .......................................................................................................... 9

3.0 EXISTING CONDITIONS (YEAR 2025) ............................................................................................................. 10 ROADWAY NETWORK ............................................................................................................................................. 10 TRANSIT NETWORK ................................................................................................................................................ 10 TRAFFIC VOLUMES ................................................................................................................................................ 10 ANALYSIS RESULTS ................................................................................................................................................ 10

4.0 OPENING YEAR 2027 CONDITIONS ................................................................................................................ 15 ANALYSIS RESULTS ................................................................................................................................................. 15

5.0 CONCLUSION ............................................................................................................................................ 18 List of Figures
FIGURE 1-1 – PROJECT SITE PLAN .................................................................................................................................. 4 FIGURE 1-2 – PROJECT STUDY AREA AND TRIP DISTRIBUTION .............................................................................................. 5 FIGURE 1-3 – PROJECT AM/PM PEAK HOUR INTERSECTION VOLUMES ................................................................................. 6 FIGURE 3-1 – CITY OF CERES ROADWAY CLASSIFICATION MAP........................................................................................... 12 FIGURE 3-2 – CITY OF CERES PLANNED BICYCLE NETWORK ............................................................................................... 13 FIGURE 3-3 – EXISTING CONDITIONS (YEAR 2025) AM/PM PEAK HOUR INTERSECTION VOLUMES ......................................... 14 FIGURE 4-1 – OPENING YEAR 2027 CONDITIONS AM/PM PEAK HOUR INTERSECTION VOLUMES ........................................... 16

ATTACHMENT F
ITEM 10

Maverick Fueling Station TA Table of Content
ii

List of Tables
TABLE 1-1 PROJECT TRIP GENERATION RATE ................................................................................................................... 2 TABLE 1-2 PROJECT TRIP GENERATION SUMMARY ............................................................................................................ 2 TABLE 2-1 VEHICULAR LEVEL OF SERVICE DEFINITIONS ....................................................................................................... 7 TABLE 2-2 SIGNALIZED INTERSECTION LEVEL OF SERVICE HCM OPERATIONAL ANALYSIS METHOD .............................................. 8 TABLE 2-3 LEVEL OF SERVICE CRITERIA FOR STOP CONTROLLED UNSIGNALIZED INTERSECTIONS .................................................. 9 TABLE 3-1 EXISTING CONDITIONS (YEAR 2025) INTERSECTION OPERATION ANALYSIS ........................................................... 11 TABLE 4-1 OPENING YEAR 2027 CONDITIONS INTERSECTION OPERATION ANALYSIS .............................................................. 15

Appendices

APPENDIX A - TRAFFIC COUNT DATA

APPENDIX B - EXISTING CONDITIONS PEAK HOUR INTERSECTION ANALYSIS WORKSHEETS APPENDIX C - OPENING YEAR 2027 CONDITIONS PEAK HOUR INTERSECTION ANALYSIS WORKSHEETS

ATTACHMENT F
ITEM 10
Maverick Gas Station TIA Project Introduction
1 1.0 PROJECT INTRODUCTION

The purpose of this Transportation Impact Analysis (TIA) report is to analyze the potential circulation constraints related to the provision of access to and from the proposed Maverik Gas Station project (Project), consistent with the city of Ceres General Plan. This TIA will also recommend transportation improvements to address any potential Project deficiencies on the transportation facilities within the study area.

PROJECT DESCRIPTION
The Project is proposing the construction of a service station with 5,951 square-foot convenience store, 14 fueling positions for standard vehicles, and 6 fueling positions for heavy trucks . The Project is located at the southeast corner of Mitchell Road and Rohde Road in the City of Ceres. Access to the Project site will be provided via driveways on Rohde Road.

Figure 1-1 shows the project site plan.

STUDY AREA
The study area for this project was developed consistent with the Guide lines, including all primary signalized intersections adjacent to the project or integral to project trip distribution.

Figure 1-2 presents the study area that includes the following key intersections:

1. Mitchell Road and E Whitmore Avenue

2. Mitchell Road and Roeding Road

3. Mitchell Road and Don Pedro Road

4. Mitchell Road and Service Road

5. Mitchell Road and Rohde Road

6. Mitchell Road and CA-99 Southbound Ramps

Turning movement counts for one weekday during the morning and evening peak hours were conducted on January 16, 2025. The turning movement counts are included in Appendix A. These counts were utilized in Synchro 11 software to determine LOS at all study intersections. Year 202 7 traffic volumes were developed by adding a 2% annual growth for two years to the existing counts which was added to the project volumes.

PROJECT TRIP GENERATION
Trip generation is a measure or forecast of the number of trips that begin or end at the project site.

The traffic generated is a function of the extent and type of development proposed for the site. These trips will result in some traffic increases on the streets where they occur. Per the TIA Guidelines, trip generation for proposed uses must be calculated based on rates from the Trip Generation Manual (TGM), 11th Edition, published by the Institute of Transportation Engineers (ITE). Project ITE average trip generation rates are presented in Table 1-1.

ATTACHMENT F
ITEM 10
Maverick Gas Station TIA Project Introduction
2 Table 1-1
Project Trip Generation Rate
Land Use1 Units2 ITE LU
Code
AM Peak Hour PM Peak Hour
In Out Total In Out Total Daily
Convenience Store/Gas Station VFP 945 13.52 13.52 27.04 11.38 11.38 22.76 257.13 Truck Stop VFP 950 6.85 7.12 13.97 8.17 7.25 15.42 224.00 1 Trip Generation Source: Institute of Transportation Engineers, Trip Generation Manual, Eleventh Edition (2021). 2 VFP = Vehicle Fueling Positions

Table 1-2 summarizes the calculated trip generation based on land use intensity associated with the Project. As shown, the Project is anticipated to generate approximately 1,540 new daily trips, 126 AM peak hour trips and 117 PM peak hour trips.

Table 1-2
Project Trip Generation Summary

Land Use1
ITE
Code

Size

Units2
Daily
Trips
AM Peak Hour Trips PM Peak Hour Trips
In Out Total In Out Total
Gross Total Trips
Gas Station with
Convenience Store
between 5.5-10 ksf

945

14 VFP

4,840

221

221

442

189

189

378
Truck Stop 950 6 VFP 1,340 41 43 84 49 44 93
Gross Total Trips 6,180 262 264 526 238 233 471
Pass-By Trip Adjustment
Gas Station with
Convenience Store
between 5.5-10 ksf
Pass-By Trips
(75% Daily, 76% AM,
75% PM)3

-3,630

-168

-168

-336

-142

-142

-284

Truck Stop
Pass-By Trips
(75% Daily, 76% AM,
75% PM)3

-1,010

-38

-26

-64

-35

-35

-70
Total Pass-By Trips -4,640 -206 -194 -400 -177 -177 -354 Net-New Trips
Gas Station with
Convenience Store
between 5.5-10 ksf

Net-New Trips

1,210

53 53

106

47 47

94 Truck Stop Net-New Trips 330 3 17 20 14 9 23
Net-New Trips 1,540 56 70 126 61 56 117
1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 VFP = Vehicle Fueling Positions
3 Pass-by reduction percentage is based on the ITE methodology per 2021 Pass-By Tables for ITE Trip Generation Appendices.

PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
Trip distribution and assignment is the process of identifying the probable destinations, directions and traffic routes that project related traffic will affect. Once the proposed development’s trips have been estimated, they are assigned to the study area network. For this development, the project trip distribution and assignment were developed, in coordination with City staff, based on the land use

ATTACHMENT F
ITEM 10
Maverick Gas Station TIA Project Introduction
3 characteristics of the proposed project and surrounding area, existing travel patterns within the study area, anticipated travel patterns to and from the project site, and approved projects located in the vicinity of the project site.

Figure 1-2 shows the trip distribution and Figure 1-3 shows the Project intersection turning movement volumes.

PROJECT ACCESS
Access to the Project site will be provided via three driveway on Rohde Road.

PARKING
The proposed development will provide on-site parking spaces consistent with City of Ceres minimum parking requirements.

ATTACHMENT F
ITEM 10
Maverik Gas Station
Project Site Plan
Figure 1-1

ATTACHMENT F
ITEM 10
1 2
3 4
5 6
#
Ceres Maverik Service Station
Project Trip Distribution
Figure 1-2
Signalized Intersections
5%
10%
60%
70%
5%
47%
35%
52%
5%
5%
5%
5%
3%
30%
30%
25%
10%
2%

PROJECT SITE

ATTACHMENT F
ITEM 10
Maverik Gas Station
Project AM/PM Peak Hour Intersection Volumes
Figure 1-3
0/0 = (AM/PM) Peak Hour Volumes
LEGEND

ATTACHMENT F
ITEM 10
Maverick Gas Station TIA Methodologies
7 2.0 METHODOLOGIES

This section documents the methodologies and assumptions used to conduct the circulation impact analysis for the proposed project. This section contains the following background information:
• Study scenarios
• Study time periods
• Analysis methodologies
Refer to Appendix A for approved scoping agreement.

STUDY SCENARIOS
This report presents an analysis of the intersection operating conditions during the peak periods, which were selected in consultation with City staff for the following anticipated timeframe scenarios:
• Existing Conditions (Year 2025)
• Opening Year 2027 (Existing + 2% Annual Ambient Growth) + Project Conditions

STUDY TIME PERIODS
The Guidelines recommend the following peak hours for analysis:
• Weekday AM (peak hour between 7:00 AM and 9:00 AM)
• Weekday PM (peak hour between 4:00 PM and 6:00 PM)

ANALYSIS METHODOLOGIES
Street system operating conditions are typically described in terms of “level of service.” Level of service is a report-card scale used to indicate the quality of traffic flow on roadway segments and at intersections. Level of service (LOS) ranges from LOS A (free flow, little congestion) to LOS F (forced flow, extreme congestion). Table 2-1 describes generalized definitions of auto LOS A through F.

Table 2-1
Vehicular Level of Service Definitions
LOS Characteristics
A Primarily free-flow operation. Vehicles are completely unimpeded in their ability to maneuver within the traffic stream.

Controlled delay at the boundary intersections is minimal. The travel speed exceeds 85% of the base free-flow speed.

B
Reasonably unimpeded operation. The ability to maneuver within the traffic stream is only slightly restricted and control delay at the boundary intersections is not significant. The travel speed is between 67% and 85% of the base free-flow speed.

C
Stable operation. The ability to maneuver and change lanes at mid-segment locations may be more restricted than at LOS B. Longer queues at the boundary intersections may contribute to lower travel speeds. The travel speed is between 50% and 67% of the base free-flow speed.

D
Less stable condition in which small increases in flow may cause substantial increases in delay and decreases in travel speed.

This operation may be due to adverse signal progression, high volume, or inappropriate signal timing at the boundary intersections. The travel speed is between 40% and 50% of the base free-flow speed.

E
Unstable operation and significant delay. Such operations may be due to some combination of adverse signal progression, high volume, and inappropriate signal timing at the boundary intersections. The travel speed is between 30% and 40% of the base free-flow speed.

F
Flow at extremely low speed. Congestion is likely occurring at the boundary intersections, as indicated by high delay and extensive queuing. The travel speed is 30% or less of the base free-flow speed. Also, LOS F is assigned to the subject direction of travel if the through movement at one or more boundary intersections have a volume-to-capacity ratio greater than 1.0.

Source: Highway Capacity Manual, Transportation Research Board (2016)

ATTACHMENT F
ITEM 10
Maverick Gas Station TIA Methodologies
8 Intersection Capacity Analysis
The analysis of peak hour intersection performance was conducted using the Trafficware Synchro 10 software program, which uses methodologies defined in the Highway Capacity Manual 6th Edition (HCM6) to calculate LOS. Level of service for intersections is determined by control delay. Control delay is defined as the total elapsed time from when a vehicle stops at the end of a queue to the time the vehicle departs from the stop line. The total elapsed time includes the time required for the vehicle to travel from the last-in-queue position to the first-in-queue position, including deceleration of vehicles from free-flow speed to the speed of vehicles in the queue.

Signalized Intersections
The HCM6 analysis methodology for evaluating signalized intersections is based on the “operational analysis” procedure. This technique uses 1,900 passenger cars per hour of green per lane (pcphgpl) as the maximum saturation flow of a single lane at an intersection. Average control delay is calculated by taking a volume-weighted average of all the delays for all vehicles entering the intersection. Table 2-2 summarizes the level of service criteria for signalized intersections.

Table 2-2
Signalized Intersection Level of Service HCM Operational Analysis Method Average Control
Delay Per Vehicle
(seconds)
Level of Service (LOS) Characteristics
<10.0
LOS A occurs when the volume-to-capacity ratio is low and either progression is exceptionally favorable or the cycle length is very short. If it is due to favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping.

10.1 – 20.0 LOS B occurs when the volume-to-capacity ratio is low and either progression is highly favorable or the cycle length is short. More vehicles stop than with LOS A.

20.1 – 35.0
LOS C occurs when progression is favorable or the cycle length is moderate. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping.

35.1 – 55.0 LOS D occurs when the volume-to-capacity ratio is high and either progression is ineffective or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable.

55.1 – 80.0 LOS E occurs when the volume-to-capacity ratio is high, progression is unfavorable, and the cycle length is long. Individual cycle failures are frequent. >80.0 LOS F occurs when the volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue.

Source: Highway Capacity Manual, Transportation Research Board (2016)

Side-Street Stop-controlled (SSSC) Intersections
The HCM 6 analysis methodology for evaluating side-street stop-controlled ( SSSC) intersections is based on gap acceptance and conflicting traffic for vehicles stopped on the minor-street approaches.

The critical gap (minimum gap that would be acceptable) is defined as the minimum time interval in the major-street traffic stream th at allows intersection entry for one minor -street vehicle. Average control delay and LOS for the “worst approach” are reported. Table 2 -3 summarizes the level of service criteria for unsignalized intersections.

ATTACHMENT F
ITEM 10
Maverick Gas Station TIA Methodologies
9 Table 2-3
Level of Service Criteria for Stop Controlled Unsignalized Intersections Average Control Delay (sec/veh) Level of Service (LOS)
<10.0 A

10.1 – 15.0 B

15.1 – 25.0 C

25.1 – 35.0 D

35.1 – 50.0 E
> 50.0 F
Source: Highway Capacity Manual, Transportation Research Board (2016) Traffic Signal Warrant Analysis
The Federal Highway Administration’s (FHWA) Manual on Uniform Traffic Control Devices (MUTCD), amended with California MUTCD 2014 Edition, presents warrant criteria for justifying the installation of a traffic signal at an unsignalized intersection. The criteria include studying traffic conditions, pedestrian characteristics, and physical characteristics of the intersection location. The MUTCD indicates that satisfaction of one or more of the traffic signal warrants does not in itself require the installation of a traffic control signal.

City of Ceres General Plan Compliance
The Deterioration of a signalized intersection from LOS D (or better) to LOS E or LOS F, or an increase in the service volume of any approach by 5 percent or more for a signalized intersection operating at LOS E or LOS F under Baseline (No Project) Conditions, or an increase in average delay of 5 or more seconds for a signalized intersection operating at LOS E or LOS F under Baseline conditions.

Deterioration of a controlled movement at an unsignalized intersection from LOS D (or better) to LOS E or LOS F, or at intersections where a controlled movement already operates at LOS E or F, one of the following:

1. Project traffic results in satisfaction at the peak hour volume traffic signal warrant;

2. Project traffic increases minor movement delay by more than 30 seconds; or

3. Where the peak hour signal warrant is met without the Project traffic and delay cannot be estimated, Project increases traffic by 10 or more vehicles per lane on the controlled approach during the peak hour.

ATTACHMENT F
ITEM 10
Maverick Gas Station TIA Existing Conditions (Year 2025) 10 3.0 EXISTING CONDITIONS (YEAR 2025)

This section documents the circulation system conditions within the study area of the project under the existing without and with project scenarios . The Existing Conditions ( Year 2025) s cenario is analyzed using existing volumes counts. This section also documents potential project related operational deficiencies on the existing local circulation networks. No network improvements are assumed under Existing Conditions scenarios.

ROADWAY NETWORK
The locally significant roadway located within the study area of the Project is discussed below.

Mitchell Road is a north-south arterial that extends from SR 99 in the south to Yosemite Boulevard in Modesto, where it continues as El Vista Avenue. This facility currently provides two travel lanes per direction with a raised median and two-way left-turn lane along different segments of the corridor.

Mitchell Road would form the western boundary of the project site. Sidewalks are provided on portions of this roadway and on-street parking is permitted in some areas. This roadway has a speed limit of 45 mph in the vicinity of the project site.

Rohde Road is a north-south primary collector roadway that fronts SR 99 and terminates at Mitchell Road. One travel lane per direction is provided with no on -street parking permitted. There are no pedestrian facilities on Rohde Road.

Figure 3-1 shows the City of Ceres Roadway Classification Map.

TRANSIT NETWORK
Bus service in Ceres is provided by Ceres Area Transit (CAT) and Stanislaus Regional Transit (StaRT) which include routes 29, 29T,42 and 47 with bus stops at Mitchell Road and Service Road.

TRAFFIC VOLUMES
The intersection turning movement counts were conducted during the weekday morning peak period from 7:00 AM to 9:00 AM and during the weekday evening peak period from 4:00 PM to 6:00 PM on January 16, 2025. Traffic count data is provided in Appendix A.

ANALYSIS RESULTS

Table 3-1 shows Existing Conditions intersection operation analysis results. Figure 3-3 shows Existing Conditions intersection turning movement volumes.

ATTACHMENT F
ITEM 10
Maverick Gas Station TIA Existing Conditions (Year 2025) 11 Table 3-1
Existing Conditions (Year 2025) Intersection Operation Analysis Intersection Traffic Control Existing Without Project
Delay (a) LOS (b)
AM/PM Peak

1. Mitchell Road and E Whitmore Avenue Signalized 37.1/31.3 D/C

2. Mitchell Road and Roeding Road Signalized 17.1/14.0 B/B

3. Mitchell Road and Don Pedro Road Signalized 8.8/10.1 A/B

4. Mitchell Road and Service Road Signalized 23.4/25.4 C/C

5. Mitchell Road and Rohde Road Signalized 16.1/16.6 B/B

6. Mitchell Road and CA-99 Southbound Ramps Signalized 11/17.1 B/B Notes:
(a) Delay refers to the average control delay for the entire intersection and control delay for the worst movement for SSSC intersections, measured in seconds per vehicle.
(b) LOS calculations are based on the methodology outlined in the Highway Capacity Manual 6th Edition and performed using Synchro 11

Per the analysis results shown in Table 3-1, all analyzed intersections are operating at an acceptable LOS under Existing Conditions . Existing Conditions peak hour analysis worksheets are provided in Appendix B.

ATTACHMENT F
ITEM 10
Maverik Gas Station
Ceres Roadway Classification Map
Figure 3-1

ATTACHMENT F
ITEM 10
Maverik Gas Station
Ceres Existing & Planned Bicycle Network Map
Figure
3-2

ATTACHMENT F
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Maverik Gas Station
Existing Year 2025 Peak Hour Intersection Volumes
Figure 3-3
(AM/PM) Peak Hour Volumes
LEGEND

ATTACHMENT F
ITEM 10
Maverick Gas Station TIA Opening Year 2027 Conditions
15 4.0 OPENING YEAR 2027 CONDITIONS

This section documents the circulation system conditions within the study area of the project under Opening Year 2027 Project scenarios. The Opening Year Conditions traffic volumes were developed by applying a 2% growth for two years to the Existing counts. Project traffic volumes are then added to the Opening Year Project Conditions traffic volumes to develop Opening Year with Project Conditions traffic volumes. This section also documents potential cumulative project impacts on the existing local and regional circulation networks. No network improvements are assumed under Opening Year Condition scenarios.

ANALYSIS RESULTS

Table 4-1 shows Opening Year 2027 Conditions intersection operation analysis results. Figures 4-1 and 4-2 show Opening Year 2027 with Project Conditions intersection turning movement volumes.

Table 4-1
Opening Year 2027 Conditions Intersection Operation Analysis Intersection Traffic Control
Opening Year
With Project Operational
Deficiency?
Delay (a) LOS (b)
AM/PM Peak

1. Mitchell Road and E Whitmore Avenue Signalized 41.1/34.7 D/C N/N

2. Mitchell Road and Roeding Road Signalized 18.4/15.1 B/B N/N

3. Mitchell Road and Don Pedro Road Signalized 9.0/10.2 A/B N/N

4. Mitchell Road and Service Road Signalized 25.8/30.7 C/C N/N

5. Mitchell Road and Rohde Road Signalized 17.9/18.9 B/B N/N

6. Mitchell Road and CA-99 Southbound
Ramps Signalized 11.4/18.3 B/B N/N

Per the analysis results shown in Table 4 -1, all analyzed intersections are operating at an acceptable LOS under Opening Year Conditions. Opening Year Project Conditions peak hour analysis worksheets are provided in Appendix C.

ATTACHMENT F
ITEM 10
Maverik Gas Station
Opening Year 2027 Peak Hour Intersection Volumes
Figure 4-1
(AM/PM) Peak Hour Volumes
LEGEND

ATTACHMENT F
ITEM 10
Maverick Gas Station TIA Conclusion
18 5.0 CONCLUSION

This LTA evaluated the potential traffic deficiencies related to the Project in conformance with the analysis requirements per the City of Ceres General Plan . An intersection operation analysis was conducted per the Guidelines at the study area intersections for Existing Year 202 5 and Year 2027 Project conditions. Based on the analysis, all study intersections operate at satisfactory LOS D or better during the weekday AM and PM peak hours under all conditions.

ATTACHMENT F
ITEM 10
APPENDIX A‐
TRAFFIC VOLUME DATA

ATTACHMENT F
ITEM 10

T020624
DATE: LOCATION: PROJECT #: SC5127
Thu, Jan 16, 25 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 2 0 1 2 0 0 0 0 0
7:00 AM 9 102 8 6 122 43 39 42 9 19 97 4 500 1 0 0 0 1 7:15 AM 10 142 16 17 172 47 37 58 8 19 138 6 670 0 0 0 0 0 7:30 AM 12 193 20 34 165 43 50 114 12 31 144 9 827 1 0 0 0 1 7:45 AM 21 158 21 50 171 67 53 170 13 55 183 10 972 2 0 0 0 2 8:00 AM 38 169 21 36 150 55 55 140 12 48 198 29 951 0 0 0 0 0 8:15 AM 25 179 12 25 176 51 50 106 23 29 133 14 823 1 0 0 0 1 8:30 AM 21 194 19 15 120 52 56 107 25 22 126 15 772 2 0 0 0 2 8:45 AM 26 189 18 9 141 37 52 61 23 16 89 10 671 2 0 0 0 2 VOLUMES 162 1,326 135 192 1,217 395 392 798 125 239 1,108 97 6,195 9 0 0 0 9 APPROACH % 10% 81% 8% 11% 67% 22% 30% 61% 10% 17% 77% 7% APP/DEPART 1,632 / 1,815 1,804 / 1,590 1,315 / 1,125 1,444 / 1,665 0

BEGIN PEAK HR
VOLUMES 96 699 74 145 662 216 208 530 60 163 658 62 3,577 4 0 0 0 APPROACH % 11% 80% 8% 14% 65% 21% 26% 66% 8% 18% 75% 7% PEAK HR FACTOR 0.957 0.888 0.845 0.803 0.918
APP/DEPART 873 / 969 1,023 / 889 798 / 749 883 / 970 0 4:00 PM 38 203 39 26 206 63 57 146 35 39 97 17 966 4 0 0 0 4 4:15 PM 38 209 33 19 198 56 49 124 31 29 99 16 901 4 0 0 0 4 4:30 PM 23 182 27 17 203 61 57 153 39 61 93 16 932 4 0 0 0 4 4:45 PM 44 203 37 19 224 62 58 125 31 42 98 18 961 2 0 0 0 2 5:00 PM 30 208 31 16 194 65 71 145 36 31 100 15 942 5 0 0 0 5 5:15 PM 31 195 24 21 195 67 57 137 37 40 107 13 924 2 0 0 0 2 5:30 PM 27 192 30 16 210 65 57 121 28 44 76 17 883 0 0 0 0 0 5:45 PM 24 172 32 16 195 58 47 122 30 37 98 19 850 1 0 0 0 1 VOLUMES 255 1,564 253 150 1,625 497 453 1,073 267 323 768 131 7,381 22 0 0 0 22 APPROACH % 12% 75% 12% 7% 72% 22% 25% 60% 15% 26% 63% 11% APP/DEPART 2,094 / 2,148 2,272 / 2,237 1,793 / 1,476 1,222 / 1,520 0

BEGIN PEAK HR
VOLUMES 143 797 136 81 831 242 221 548 136 171 387 67 3,774 14 0 0 0 APPROACH % 13% 73% 12% 7% 72% 21% 24% 61% 15% 27% 62% 11% PEAK HR FACTOR 0.953 0.946 0.909 0.919 0.973
APP/DEPART 1,090 / 1,085 1,154 / 1,152 905 / 765 625 / 772 0 Mitchell Rd

NORTH LEG
E Whitmore Ave WEST LEG EAST LEG E Whitmore Ave

SOUTH LEG
Mitchell Rd
AM
7:30 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Ceres
Mitchell Rd
E Whitmore Ave

U-TURNS
Mitchell Rd Mitchell Rd E Whitmore Ave E Whitmore Ave

ATTACHMENT F
ITEM 10
4,076 892 2,842 342 TOTAL 3,963
2,272 497 1,625 150 PM 2,148
1,804 395 1,217 192 AM 1,815
1,444
1,222
2,666
3,185
1,520
1,665
97 131
228
1,108
768
1,876
TOTAL
PM
AM
239
323
562
845
453
392
AM
PM
TOTAL
1,871
1,073
798
392
267
125
1,125
1,476
2,601
3,108
1,793
1,315
1,590 AM 162 1,326 135 1,632
2,237 PM 255 1,564 253 2,094
3,827 TOTAL 417 2,890 388 3,726
2,177 458 1,493 226 TOTAL 2,054
1,154 242 831 81 PM 1,085
1,023 216 662 145 AM 969
883
625
1,508
1,742
772
970
62 67
129
658
387
1,045
TOTAL
PM
AM AM 7:30 AM
8:45 AM
163
171
334
429
221
208 #N/A
AM
PM
TOTAL
1,078
548
530 PM 4:00 PM
3:45 PM
196
136
60 749
765
1,514
1,703
905
798
889 AM 96 699 74 873
1,152 PM 143 797 136 1,090
2,041 Total 239 1,496 210 1,963
Mitchell Rd
AimTD LLC

TURNING MOVEMENT COUNTS
Mitchell Rd
E Whitmore Ave
E Whitmore Ave

ALL HOURS
Mitchell Rd
Mitchell Rd
E Whitmore Ave
E Whitmore Ave

PEAK HOUR
Ceres
SC5127

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 1
THURSDAY EAST & WEST: E Whitmore Ave CONTROL: SIGNAL
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 2 0 1 2 0
7:00 AM 10 125 13 7 153 49 49 47 12 20 103 5 591 0 7:15 AM 13 171 16 18 210 50 45 64 10 21 150 7 771 0 7:30 AM 12 215 21 35 199 48 51 121 14 34 153 10 909 0 7:45 AM 23 190 22 51 211 70 58 182 14 60 188 10 1,077 0 8:00 AM 40 206 24 37 175 61 60 148 13 50 204 32 1,048 0 8:15 AM 26 222 15 27 213 55 56 115 25 29 139 15 936 0 8:30 AM 21 246 20 16 143 57 65 115 26 23 136 17 883 0 8:45 AM 27 227 19 10 181 49 67 71 24 16 94 11 791 0 VOLUMES 171 1,601 147 199 1,483 436 450 861 136 252 1,165 106 7,004 0 0 0 0 0 APPROACH % 9% 83% 8% 9% 70% 21% 31% 60% 9% 17% 77% 7%
APP/DEPART 1,918 / 2,156 2,118 / 1,871 1,446 / 1,207 1,522 / 1,772 0

BEGIN PEAK HR
VOLUMES 101 833 81 150 797 232 225 565 65 172 683 67 3,969 APPROACH % 10% 82% 8% 13% 68% 20% 26% 66% 8% 19% 74% 7% PEAK HR FACTOR 0.939 0.889 0.844 0.808 0.922
APP/DEPART 1,015 / 1,125 1,179 / 1,034 855 / 795 921 / 1,016 0 4:00 PM 38 227 41 26 222 66 60 157 35 39 100 18 1,028 0 4:15 PM 38 218 33 20 227 58 53 126 31 31 100 17 950 0 4:30 PM 23 196 27 17 221 68 60 157 40 63 98 16 984 0 4:45 PM 45 224 40 21 242 68 58 128 32 44 102 18 1,020 0 5:00 PM 31 229 34 17 205 73 74 148 40 32 102 15 997 0 5:15 PM 35 208 24 21 207 75 59 142 39 41 111 16 975 0 5:30 PM 27 203 30 16 218 72 58 124 28 45 79 17 916 0 5:45 PM 25 182 32 17 210 64 50 125 30 38 99 19 888 0 VOLUMES 261 1,685 260 154 1,751 542 470 1,106 275 332 789 135 7,757 0 0 0 0 0 APPROACH % 12% 76% 12% 6% 72% 22% 25% 60% 15% 26% 63% 11% APP/DEPART 2,206 / 2,290 2,446 / 2,357 1,850 / 1,520 1,255 / 1,591 0

BEGIN PEAK HR
VOLUMES 144 865 141 84 911 259 231 568 138 177 399 69 3,982 APPROACH % 13% 75% 12% 7% 73% 21% 25% 61% 15% 27% 62% 11% PEAK HR FACTOR 0.933 0.947 0.914 0.914 0.969
APP/DEPART 1,149 / 1,164 1,254 / 1,225 936 / 792 644 / 802 0 Mitchell Rd

NORTH SIDE
E Whitmore Ave WEST SIDE EAST SIDE E Whitmore Ave

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd E Whitmore Ave E Whitmore Ave
AM
7:30 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 1
THURSDAY EAST & WEST: E Whitmore Ave CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 2 0 1 2 0
7:00 AM 8 87 4 5 98 40 32 34 7 18 88 2 423 1 0 0 0 1 7:15 AM 8 120 16 16 148 45 32 53 7 17 124 5 591 0 0 0 0 0 7:30 AM 12 173 19 33 143 38 48 105 11 27 134 8 751 1 0 0 0 1 7:45 AM 17 136 20 49 143 64 47 158 12 52 178 10 886 2 0 0 0 2 8:00 AM 37 143 19 34 133 50 50 128 11 46 192 27 870 0 0 0 0 0 8:15 AM 24 143 10 24 154 47 45 95 22 29 127 12 732 1 0 0 0 1 8:30 AM 21 158 18 14 105 46 48 96 24 21 116 14 681 2 0 0 0 2 8:45 AM 25 160 17 8 110 29 42 51 22 16 80 9 569 2 0 0 0 2 VOLUMES 152 1,120 123 183 1,034 359 344 720 116 226 1,039 87 5,512 9 0 0 0 9 APPROACH % 11% 80% 9% 12% 66% 23% 29% 61% 10% 17% 77% 6% APP/DEPART 1,404 / 1,551 1,576 / 1,385 1,180 / 1,026 1,352 / 1,550 0

BEGIN PEAK HR
VOLUMES 90 595 68 140 573 199 190 486 56 154 631 57 3,243 4 0 0 0 APPROACH % 12% 79% 9% 15% 63% 22% 26% 66% 8% 18% 75% 7% PEAK HR FACTOR 0.923 0.891 0.843 0.794 0.913
APP/DEPART 757 / 842 912 / 787 732 / 694 842 / 920 0 4:00 PM 38 182 36 26 192 59 52 130 35 39 93 15 897 4 0 0 0 4 4:15 PM 38 201 33 18 177 53 44 120 31 28 98 15 856 4 0 0 0 4 4:30 PM 23 168 27 17 185 56 55 148 38 59 88 16 880 4 0 0 0 4 4:45 PM 42 184 35 18 211 54 58 121 29 39 91 18 900 2 0 0 0 2 5:00 PM 29 188 27 15 186 59 68 139 32 29 96 15 883 4 0 0 0 4 5:15 PM 27 184 24 21 184 59 55 131 36 39 102 10 872 2 0 0 0 2 5:30 PM 27 183 30 16 202 60 56 115 28 43 71 17 848 0 0 0 0 0 5:45 PM 22 166 32 15 183 53 45 119 30 36 97 19 817 1 0 0 0 1 VOLUMES 246 1,456 244 146 1,520 453 433 1,023 259 312 736 125 6,974 21 0 0 0 21 APPROACH % 13% 74% 12% 7% 72% 21% 25% 60% 15% 27% 63% 11% APP/DEPART 1,967 / 2,014 2,119 / 2,112 1,715 / 1,413 1,173 / 1,435 0

BEGIN PEAK HR
VOLUMES 141 735 131 79 765 222 209 519 133 165 370 64 3,547 14 0 0 0 APPROACH % 14% 72% 13% 7% 72% 21% 24% 60% 15% 28% 62% 11% PEAK HR FACTOR 0.925 0.942 0.893 0.919 0.983
APP/DEPART 1,021 / 1,008 1,066 / 1,077 861 / 729 599 / 733 0 Mitchell Rd

NORTH SIDE
E Whitmore Ave WEST SIDE EAST SIDE E Whitmore Ave

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd E Whitmore Ave E Whitmore Ave

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 1
THURSDAY EAST & WEST: E Whitmore Ave CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 2 0 1 2 0
7:00 AM 1 5 1 0 8 0 3 6 1 0 8 2 35 0 0 0 0 0 7:15 AM 1 7 0 1 6 1 1 2 0 1 9 1 30 0 0 0 0 0 7:30 AM 0 10 1 1 5 3 2 7 0 3 5 1 38 0 0 0 0 0 7:45 AM 4 8 1 0 10 1 4 7 1 0 3 0 39 0 0 0 0 0 8:00 AM 0 8 0 2 4 3 2 11 1 1 3 0 35 0 0 0 0 0 8:15 AM 0 16 1 0 5 3 2 8 0 0 4 2 41 0 0 0 0 0 8:30 AM 0 8 1 1 3 4 4 9 0 0 4 0 34 0 0 0 0 0 8:45 AM 1 9 1 1 13 1 3 5 1 0 8 1 44 0 0 0 0 0 VOLUMES 7 71 6 6 54 16 21 55 4 5 44 7 296 0 0 0 0 0 APPROACH % 8% 85% 7% 8% 71% 21% 26% 69% 5% 9% 79% 13%
APP/DEPART 84 / 99 76 / 63 80 / 67 56 / 67 0

BEGIN PEAK HR
VOLUMES 4 42 3 3 24 10 10 33 2 4 15 3 153 0 0 0 0 APPROACH % 8% 86% 6% 8% 65% 27% 22% 73% 4% 18% 68% 14%
PEAK HR FACTOR 0.721 0.841 0.804 0.611 0.933
APP/DEPART 49 / 55 37 / 30 45 / 39 22 / 29 0 4:00 PM 0 8 2 0 7 3 4 12 0 0 3 2 41 0 0 0 0 0 4:15 PM 0 2 0 1 7 3 4 4 0 0 0 1 22 0 0 0 0 0 4:30 PM 0 6 0 0 12 2 1 4 1 1 3 0 30 0 0 0 0 0 4:45 PM 2 9 1 0 4 6 0 3 2 2 7 0 36 0 0 0 0 0 5:00 PM 1 11 3 1 2 3 1 6 2 2 4 0 36 1 0 0 0 1 5:15 PM 3 4 0 0 6 5 1 5 0 1 4 1 30 0 0 0 0 0 5:30 PM 0 5 0 0 4 2 1 6 0 0 5 0 23 0 0 0 0 0 5:45 PM 2 1 0 1 6 3 1 2 0 1 1 0 18 0 0 0 0 0 VOLUMES 8 46 6 3 48 27 13 42 5 7 27 4 237 1 0 0 0 1 APPROACH % 13% 75% 10% 4% 62% 35% 22% 70% 8% 18% 71% 11% APP/DEPART 61 / 63 78 / 61 60 / 51 38 / 62 0

BEGIN PEAK HR
VOLUMES 2 25 3 1 30 14 9 23 3 3 13 3 129 0 0 0 0 APPROACH % 7% 83% 10% 2% 67% 31% 26% 66% 9% 16% 68% 16% PEAK HR FACTOR 0.625 0.804 0.547 0.528 0.787
APP/DEPART 30 / 37 45 / 36 35 / 27 19 / 29 0 Mitchell Rd

NORTH SIDE
E Whitmore Ave WEST SIDE EAST SIDE E Whitmore Ave

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd E Whitmore Ave E Whitmore Ave

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 1
THURSDAY EAST & WEST: E Whitmore Ave CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 2 0 1 2 0
7:00 AM 0 0 0 0 3 0 0 2 0 0 0 0 5 0 0 0 0 0 7:15 AM 0 4 0 0 1 0 1 1 0 0 2 0 9 0 0 0 0 0 7:30 AM 0 3 0 0 2 1 0 0 0 0 4 0 10 0 0 0 0 0 7:45 AM 0 0 0 0 1 2 1 1 0 0 0 0 5 0 0 0 0 0 8:00 AM 0 2 0 0 1 0 1 0 0 1 0 1 6 0 0 0 0 0 8:15 AM 1 3 0 0 0 0 1 1 0 0 0 0 6 0 0 0 0 0 8:30 AM 0 5 0 0 1 1 1 1 0 0 2 0 11 0 0 0 0 0 8:45 AM 0 3 0 0 1 3 1 0 0 0 1 0 9 0 0 0 0 0 VOLUMES 1 20 0 0 10 7 6 6 0 1 9 1 61 0 0 0 0 0 APPROACH % 5% 95% 0% 0% 59% 41% 50% 50% 0% 9% 82% 9%
APP/DEPART 21 / 27 17 / 11 12 / 6 11 / 17 0

BEGIN PEAK HR
VOLUMES 1 8 0 0 4 3 3 2 0 1 4 1 27 0 0 0 0 APPROACH % 11% 89% 0% 0% 57% 43% 60% 40% 0% 17% 67% 17% PEAK HR FACTOR 0.563 0.583 0.625 0.375 0.675
APP/DEPART 9 / 12 7 / 5 5 / 2 6 / 8 0
4:00 PM 0 1 0 0 2 1 1 1 0 0 0 0 6 0 0 0 0 0 4:15 PM 0 2 0 0 2 0 0 0 0 0 1 0 5 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 4:45 PM 0 1 0 0 1 1 0 1 0 1 0 0 5 0 0 0 0 0 5:00 PM 0 1 0 0 1 0 0 0 1 0 0 0 3 0 0 0 0 0 5:15 PM 0 1 0 0 1 1 0 0 0 0 0 0 3 0 0 0 0 0 5:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 6 0 0 8 3 1 2 1 1 2 0 24 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 73% 27% 25% 50% 25% 33% 67% 0% APP/DEPART 6 / 7 11 / 10 4 / 2 3 / 5 0

BEGIN PEAK HR
VOLUMES 0 4 0 0 5 2 1 2 0 1 2 0 17 0 0 0 0 APPROACH % 0% 100% 0% 0% 71% 29% 33% 67% 0% 33% 67% 0%
PEAK HR FACTOR 0.500 0.583 0.375 0.750 0.708
APP/DEPART 4 / 5 7 / 6 3 / 2 3 / 4 0
Mitchell Rd

NORTH SIDE
E Whitmore Ave WEST SIDE EAST SIDE E Whitmore Ave

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd E Whitmore Ave E Whitmore Ave

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 1
THURSDAY EAST & WEST: E Whitmore Ave CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 2 0 1 2 0
7:00 AM 0 10 1 0 11 3 4 0 1 0 1 0 31 0 0 0 0 0 7:15 AM 1 10 0 0 17 1 3 2 1 0 2 0 37 0 0 0 0 0 7:30 AM 0 7 0 0 14 1 0 1 1 0 1 0 25 0 0 0 0 0 7:45 AM 0 14 0 0 17 0 1 3 0 2 1 0 38 0 0 0 0 0 8:00 AM 1 15 1 0 10 2 1 1 0 0 1 1 33 0 0 0 0 0 8:15 AM 0 15 1 1 17 1 2 2 1 0 2 0 42 0 0 0 0 0 8:30 AM 0 20 0 0 9 1 3 1 0 0 2 1 37 0 0 0 0 0 8:45 AM 0 13 0 0 15 4 6 2 0 0 0 0 40 0 0 0 0 0 VOLUMES 2 104 3 1 110 13 20 12 4 2 10 2 283 0 0 0 0 0 APPROACH % 2% 95% 3% 1% 89% 10% 56% 33% 11% 14% 71% 14% APP/DEPART 109 / 126 124 / 116 36 / 16 14 / 25 0

BEGIN PEAK HR
VOLUMES 1 51 2 1 58 4 4 7 2 2 5 1 138 0 0 0 0 APPROACH % 2% 94% 4% 2% 92% 6% 31% 54% 15% 25% 63% 13%
PEAK HR FACTOR 0.794 0.829 0.650 0.667 0.821
APP/DEPART 54 / 56 63 / 62 13 / 10 8 / 10 0 4:00 PM 0 7 0 0 5 0 0 1 0 0 0 0 13 0 0 0 0 0 4:15 PM 0 2 0 0 11 0 1 0 0 1 0 0 15 0 0 0 0 0 4:30 PM 0 3 0 0 6 3 1 1 0 0 1 0 15 0 0 0 0 0 4:45 PM 0 6 1 1 7 1 0 0 0 0 0 0 16 0 0 0 0 0 5:00 PM 0 6 0 0 4 3 0 0 1 0 0 0 14 0 0 0 0 0 5:15 PM 1 4 0 0 4 2 0 1 1 0 1 0 14 0 0 0 0 0 5:30 PM 0 4 0 0 2 3 0 0 0 0 0 0 9 0 0 0 0 0 5:45 PM 0 4 0 0 6 2 1 1 0 0 0 0 14 0 0 0 0 0 VOLUMES 1 36 1 1 45 14 3 4 2 1 2 0 110 0 0 0 0 0 APPROACH % 3% 95% 3% 2% 75% 23% 33% 44% 22% 33% 67% 0%
APP/DEPART 38 / 39 60 / 48 9 / 6 3 / 17 0

BEGIN PEAK HR
VOLUMES 0 18 1 1 29 4 2 2 0 1 1 0 59 0 0 0 0 APPROACH % 0% 95% 5% 3% 85% 12% 50% 50% 0% 50% 50% 0%
PEAK HR FACTOR 0.679 0.773 0.500 0.500 0.922
APP/DEPART 19 / 20 34 / 30 4 / 4 2 / 5 0 Mitchell Rd

NORTH SIDE
E Whitmore Ave WEST SIDE EAST SIDE E Whitmore Ave

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd E Whitmore Ave E Whitmore Ave

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 1
THURSDAY EAST & WEST: E Whitmore Ave CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 2 0 1 2 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 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 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 0 0 4:45 PM 0 0 0 0 0 0 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 0 0 5:15 PM 0 0 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 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 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Mitchell Rd

NORTH SIDE
E Whitmore Ave WEST SIDE EAST SIDE E Whitmore Ave

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd E Whitmore Ave E Whitmore Ave

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 1
THURSDAY EAST & WEST: E Whitmore Ave CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 2 0 1 2 0
7:00 AM 0 0 2 1 2 0 0 0 0 1 0 0 6 0 0 0 0 0 7:15 AM 0 1 0 0 0 0 0 0 0 1 1 0 3 0 0 0 0 0 7:30 AM 0 0 0 0 1 0 0 1 0 1 0 0 3 0 0 0 0 0 7:45 AM 0 0 0 1 0 0 0 1 0 1 1 0 4 0 0 0 0 0 8:00 AM 0 1 1 0 2 0 1 0 0 0 2 0 7 0 0 0 0 0 8:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 8:30 AM 0 3 0 0 2 0 0 0 1 1 2 0 9 0 0 0 0 0 8:45 AM 0 4 0 0 2 0 0 3 0 0 0 0 9 0 0 0 0 0 VOLUMES 0 11 3 2 9 0 1 5 1 5 6 0 43 0 0 0 0 0 APPROACH % 0% 79% 21% 18% 82% 0% 14% 71% 14% 45% 55% 0% APP/DEPART 14 / 12 11 / 15 7 / 10 11 / 6 0

BEGIN PEAK HR
VOLUMES 0 3 1 1 3 0 1 2 0 2 3 0 16 0 0 0 0 APPROACH % 0% 75% 25% 25% 75% 0% 33% 67% 0% 40% 60% 0%
PEAK HR FACTOR 0.500 0.500 0.750 0.625 0.571
APP/DEPART 4 / 4 4 / 5 3 / 4 5 / 3 0
4:00 PM 0 5 1 0 0 0 0 2 0 0 1 0 9 0 0 0 0 0 4:15 PM 0 2 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 4:30 PM 0 5 0 0 0 0 0 0 0 1 0 0 6 0 0 0 0 0 4:45 PM 0 3 0 0 1 0 0 0 0 0 0 0 4 0 0 0 0 0 5:00 PM 0 2 1 0 1 0 2 0 0 0 0 0 6 0 0 0 0 0 5:15 PM 0 2 0 0 0 0 1 0 0 0 0 2 5 0 0 0 0 0 5:30 PM 0 0 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 0 5:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 VOLUMES 0 20 2 0 4 0 3 2 0 2 1 2 36 0 0 0 0 0 APPROACH % 0% 91% 9% 0% 100% 0% 60% 40% 0% 40% 20% 40%
APP/DEPART 22 / 25 4 / 6 5 / 4 5 / 1 0

BEGIN PEAK HR
VOLUMES 0 15 1 0 2 0 0 2 0 1 1 0 22 0 0 0 0 APPROACH % 0% 94% 6% 0% 100% 0% 0% 100% 0% 50% 50% 0%
PEAK HR FACTOR 0.667 0.500 0.250 0.500 0.611
APP/DEPART 16 / 15 2 / 3 2 / 3 2 / 1 0
Mitchell Rd

NORTH SIDE
E Whitmore AveWEST SIDE EAST SIDE E Whitmore Ave

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd E Whitmore Ave E Whitmore Ave

ATTACHMENT F
ITEM 10

T020624
DATE: LOCATION: PROJECT #: SC5127
Thu, Jan 16, 25 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 1 0 1 1 0 0 0 0 0
7:00 AM 1 117 2 4 132 8 3 4 6 5 2 7 291 0 0 0 0 0 7:15 AM 1 158 5 7 185 4 11 8 8 7 11 6 411 0 0 0 0 0 7:30 AM 4 189 1 12 160 5 16 22 6 9 24 30 478 0 0 0 0 0 7:45 AM 5 156 6 12 154 9 18 44 9 18 44 36 511 0 0 0 0 0 8:00 AM 3 178 10 14 166 19 18 20 16 26 35 31 536 0 0 0 0 0 8:15 AM 5 218 8 10 201 24 18 16 12 13 24 16 565 0 0 0 0 0 8:30 AM 0 235 6 6 144 13 15 24 14 5 11 13 486 0 0 0 0 0 8:45 AM 1 214 8 8 147 7 6 4 7 8 4 11 425 0 0 0 0 0 VOLUMES 20 1,465 46 73 1,289 89 105 142 78 91 155 150 3,703 0 0 0 0 0 APPROACH % 1% 96% 3% 5% 89% 6% 32% 44% 24% 23% 39% 38%
APP/DEPART 1,531 / 1,720 1,451 / 1,458 325 / 261 396 / 264 0

BEGIN PEAK HR
VOLUMES 13 787 30 42 665 65 69 104 51 62 114 96 2,098 0 0 0 0 APPROACH % 2% 95% 4% 5% 86% 8% 31% 46% 23% 23% 42% 35%
PEAK HR FACTOR 0.861 0.821 0.789 0.694 0.928
APP/DEPART 830 / 952 772 / 778 224 / 176 272 / 192 0 4:00 PM 9 232 10 7 256 21 10 16 8 8 18 14 609 0 0 0 0 0 4:15 PM 11 219 8 10 218 14 14 13 10 9 10 17 553 0 0 0 0 0 4:30 PM 3 247 5 11 275 25 9 11 11 8 11 8 624 0 0 0 0 0 4:45 PM 3 233 8 7 249 22 17 22 12 6 4 10 593 0 0 0 0 0 5:00 PM 5 241 6 12 242 21 10 11 6 12 15 12 593 0 0 0 0 0 5:15 PM 13 225 10 13 241 21 11 18 8 10 16 10 596 0 0 0 0 0 5:30 PM 8 232 10 7 248 19 8 11 12 7 9 8 579 0 0 0 0 0 5:45 PM 10 193 11 6 223 22 4 11 7 10 5 4 506 0 0 0 0 0 VOLUMES 62 1,822 68 73 1,952 165 83 113 74 70 88 83 4,653 0 0 0 0 0 APPROACH % 3% 93% 3% 3% 89% 8% 31% 42% 27% 29% 37% 34%
APP/DEPART 1,952 / 1,988 2,190 / 2,096 270 / 254 241 / 315 0

BEGIN PEAK HR
VOLUMES 24 946 29 43 1,007 89 47 62 37 36 46 40 2,406 0 0 0 0 APPROACH % 2% 95% 3% 4% 88% 8% 32% 42% 25% 30% 38% 33%
PEAK HR FACTOR 0.979 0.916 0.716 0.782 0.964
APP/DEPART 999 / 1,033 1,139 / 1,080 146 / 134 122 / 159 0 Mitchell Rd

NORTH LEG
Roeding Rd WEST LEG EAST LEG Roeding Rd

SOUTH LEG
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd Roeding Rd Roeding Rd

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Ceres
Mitchell Rd
Roeding Rd
AM
7:45 AM
PM
4:30 PM

ATTACHMENT F
ITEM 10
3,641 254 3,241 146 TOTAL 3,708
2,190 165 1,952 73 PM 1,988
1,451 89 1,289 73 AM 1,720
396
241
637
579
315
264
150
83 233
155
88 243
TOTAL
PM
AM
91 70
161
188
83 105
AM
PM
TOTAL
255
113
142
152
74 78
261
254
515
595
270
325
1,458 AM 20 1,465 46 1,531
2,096 PM 62 1,822 68 1,952
3,554 TOTAL 82 3,287 114 3,483
1,911 154 1,672 85 TOTAL 1,985
1,139 89 1,007 43 PM 1,033
772 65 665 42 AM 952
272
122
394
351
159
192
96 40
136
114
46 160
TOTAL
PM
AM AM 7:45 AM
8:45 AM
62 36
98 116
47 69
#N/A
AM
PM
TOTAL
166
62 104 PM 4:30 PM
3:45 PM
88 37
51 176
134
310
370
146
224
778 AM 13 787 30 830
1,080 PM 24 946 29 999
1,858 Total 37 1,733 59 1,829
Mitchell Rd
AimTD LLC

TURNING MOVEMENT COUNTS
Mitchell Rd
Roeding Rd
Roeding Rd

ALL HOURS
Mitchell Rd
Mitchell Rd
Roeding Rd
Roeding Rd

PEAK HOUR
Ceres
SC5127

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 2
THURSDAY EAST & WEST: Roeding Rd CONTROL: SIGNAL
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 1 0 1 1 0
7:00 AM 1 145 2 4 173 8 3 5 7 5 2 8 362 0 7:15 AM 2 189 6 10 223 4 11 8 9 7 11 7 485 0 7:30 AM 4 214 1 12 195 6 17 23 8 9 24 31 542 0 7:45 AM 6 187 6 13 185 9 19 45 9 18 44 37 576 0 8:00 AM 3 216 13 14 207 20 18 20 18 26 35 31 620 0 8:15 AM 5 265 9 12 236 24 18 17 14 13 25 19 654 0 8:30 AM 0 282 6 6 169 13 17 25 17 5 11 14 563 0 8:45 AM 1 249 8 8 176 8 6 4 7 8 5 12 490 0 VOLUMES 22 1,745 50 79 1,561 91 108 145 88 91 156 156 4,290 0 0 0 0 0 APPROACH % 1% 96% 3% 5% 90% 5% 32% 43% 26% 23% 39% 39%
APP/DEPART 1,816 / 2,008 1,730 / 1,740 341 / 274 403 / 269 0

BEGIN PEAK HR
VOLUMES 14 949 33 45 795 66 71 106 58 62 115 100 2,412 APPROACH % 1% 95% 3% 5% 88% 7% 30% 45% 25% 22% 41% 36%
PEAK HR FACTOR 0.864 0.834 0.809 0.701 0.922
APP/DEPART 996 / 1,120 906 / 915 235 / 184 276 / 194 0 4:00 PM 9 258 10 7 272 21 10 16 10 8 18 14 652 0 4:15 PM 11 230 8 10 243 15 14 13 10 10 10 17 591 0 4:30 PM 3 260 5 11 300 26 10 12 13 8 12 8 666 0 4:45 PM 4 262 8 8 267 23 17 23 13 6 5 11 645 0 5:00 PM 6 262 6 13 256 21 10 11 7 13 15 13 631 0 5:15 PM 13 239 10 13 255 22 11 18 8 10 16 10 625 0 5:30 PM 10 244 10 7 257 19 8 11 13 8 10 8 604 0 5:45 PM 10 200 12 6 237 22 4 13 10 10 5 4 532 0 VOLUMES 65 1,954 69 75 2,086 168 84 116 84 72 90 84 4,945 0 0 0 0 0 APPROACH % 3% 94% 3% 3% 90% 7% 29% 41% 30% 29% 37% 34%
APP/DEPART 2,087 / 2,121 2,328 / 2,242 284 / 259 246 / 323 0

BEGIN PEAK HR
VOLUMES 25 1,023 29 45 1,078 91 48 63 41 37 48 41 2,567 APPROACH % 2% 95% 3% 4% 89% 8% 31% 42% 27% 29% 38% 33%
PEAK HR FACTOR 0.984 0.901 0.721 0.775 0.963
APP/DEPART 1,077 / 1,111 1,213 / 1,156 152 / 137 126 / 164 0 Mitchell Rd

NORTH SIDE
Roeding Rd WEST SIDE EAST SIDE Roeding Rd

SOUTH SIDE
Mitchell Rd
AM
7:45 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Roeding Rd Roeding Rd

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 2
THURSDAY EAST & WEST: Roeding Rd CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 1 0 1 1 0
7:00 AM 1 96 2 4 102 8 3 3 5 5 2 6 237 0 0 0 0 0 7:15 AM 0 132 4 5 159 4 11 8 7 7 11 5 353 0 0 0 0 0 7:30 AM 4 171 1 12 137 4 15 21 4 9 24 29 431 0 0 0 0 0 7:45 AM 4 136 6 11 132 9 17 43 9 18 44 35 464 0 0 0 0 0 8:00 AM 3 151 8 14 138 17 18 20 14 26 35 31 475 0 0 0 0 0 8:15 AM 5 178 7 9 179 24 18 15 11 13 23 12 494 0 0 0 0 0 8:30 AM 0 202 6 6 126 13 13 23 11 5 11 12 428 0 0 0 0 0 8:45 AM 1 187 8 8 127 6 6 4 7 8 3 10 375 0 0 0 0 0 VOLUMES 18 1,253 42 69 1,100 85 101 137 68 91 153 140 3,257 0 0 0 0 0 APPROACH % 1% 95% 3% 6% 88% 7% 33% 45% 22% 24% 40% 36%
APP/DEPART 1,313 / 1,494 1,254 / 1,259 306 / 248 384 / 256 0

BEGIN PEAK HR
VOLUMES 12 667 27 40 575 63 66 101 45 62 113 90 1,861 0 0 0 0 APPROACH % 2% 94% 4% 6% 85% 9% 31% 48% 21% 23% 43% 34%
PEAK HR FACTOR 0.849 0.800 0.768 0.683 0.942
APP/DEPART 706 / 823 678 / 682 212 / 168 265 / 188 0 4:00 PM 9 209 10 7 242 21 10 16 6 8 18 14 570 0 0 0 0 0 4:15 PM 11 210 8 10 200 12 14 13 10 8 10 17 523 0 0 0 0 0 4:30 PM 3 233 5 11 253 24 8 10 9 8 10 8 582 0 0 0 0 0 4:45 PM 2 207 8 5 236 21 17 21 11 6 3 9 546 0 0 0 0 0 5:00 PM 4 220 6 11 232 21 10 11 5 10 15 11 556 0 0 0 0 0 5:15 PM 13 212 10 13 229 20 11 18 8 10 16 10 570 0 0 0 0 0 5:30 PM 7 223 10 7 239 19 8 11 11 6 8 8 557 0 0 0 0 0 5:45 PM 10 188 10 6 211 22 4 10 4 10 5 4 484 0 0 0 0 0 VOLUMES 59 1,702 67 70 1,842 160 82 110 64 66 85 81 4,388 0 0 0 0 0 APPROACH % 3% 93% 4% 3% 89% 8% 32% 43% 25% 28% 37% 35%
APP/DEPART 1,828 / 1,865 2,072 / 1,972 256 / 247 232 / 304 0

BEGIN PEAK HR
VOLUMES 22 872 29 40 950 86 46 60 33 34 44 38 2,254 0 0 0 0 APPROACH % 2% 94% 3% 4% 88% 8% 33% 43% 24% 29% 38% 33%
PEAK HR FACTOR 0.957 0.934 0.709 0.806 0.968
APP/DEPART 923 / 956 1,076 / 1,017 139 / 129 116 / 152 0 Mitchell Rd

NORTH SIDE
Roeding Rd WEST SIDE EAST SIDE Roeding Rd

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd Roeding Rd Roeding Rd
AM
7:45 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 2
THURSDAY EAST & WEST: Roeding Rd CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 1 0 1 1 0
7:00 AM 0 8 0 0 9 0 0 1 0 0 0 1 19 0 0 0 0 0 7:15 AM 0 11 0 1 7 0 0 0 1 0 0 1 21 0 0 0 0 0 7:30 AM 0 7 0 0 4 1 1 1 0 0 0 0 14 0 0 0 0 0 7:45 AM 1 6 0 0 7 0 1 0 0 0 0 1 16 0 0 0 0 0 8:00 AM 0 9 1 0 7 2 0 0 0 0 0 0 19 0 0 0 0 0 8:15 AM 0 17 1 0 5 0 0 1 0 0 1 3 28 0 0 0 0 0 8:30 AM 0 8 0 0 5 0 1 1 1 0 0 1 17 0 0 0 0 0 8:45 AM 0 9 0 0 7 1 0 0 0 0 1 1 19 0 0 0 0 0 VOLUMES 1 75 2 1 51 4 3 4 2 0 2 8 153 0 0 0 0 0 APPROACH % 1% 96% 3% 2% 91% 7% 33% 44% 22% 0% 20% 80%
APP/DEPART 78 / 86 56 / 53 9 / 7 10 / 7 0

BEGIN PEAK HR
VOLUMES 1 40 2 0 24 2 2 2 1 0 1 5 80 0 0 0 0 APPROACH % 2% 93% 5% 0% 92% 8% 40% 40% 20% 0% 17% 83%
PEAK HR FACTOR 0.597 0.722 0.417 0.375 0.714
APP/DEPART 43 / 47 26 / 25 5 / 4 6 / 4 0 4:00 PM 0 9 0 0 7 0 0 0 0 0 0 0 16 0 0 0 0 0 4:15 PM 0 2 0 0 6 2 0 0 0 1 0 0 11 0 0 0 0 0 4:30 PM 0 7 0 0 12 1 1 1 0 0 0 0 22 0 0 0 0 0 4:45 PM 1 12 0 2 4 0 0 1 0 0 1 1 22 0 0 0 0 0 5:00 PM 1 12 0 1 3 0 0 0 0 2 0 1 20 0 0 0 0 0 5:15 PM 0 6 0 0 6 1 0 0 0 0 0 0 13 0 0 0 0 0 5:30 PM 0 4 0 0 4 0 0 0 0 1 1 0 10 0 0 0 0 0 5:45 PM 0 1 1 0 7 0 0 0 0 0 0 0 9 0 0 0 0 0 VOLUMES 2 53 1 3 49 4 1 2 0 4 2 2 123 0 0 0 0 0 APPROACH % 4% 95% 2% 5% 88% 7% 33% 67% 0% 50% 25% 25%
APP/DEPART 56 / 56 56 / 53 3 / 6 8 / 8 0

BEGIN PEAK HR
VOLUMES 2 37 0 3 25 2 1 2 0 2 1 2 77 0 0 0 0 APPROACH % 5% 95% 0% 10% 83% 7% 33% 67% 0% 40% 20% 40%
PEAK HR FACTOR 0.750 0.577 0.375 0.417 0.875
APP/DEPART 39 / 40 30 / 27 3 / 5 5 / 5 0 Mitchell Rd

NORTH SIDE
Roeding Rd WEST SIDE EAST SIDE Roeding Rd

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd Roeding Rd Roeding Rd
AM
7:45 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 2
THURSDAY EAST & WEST: Roeding Rd CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 1 0 1 1 0
7:00 AM 0 0 0 0 3 0 0 0 0 0 0 0 3 0 0 0 0 0 7:15 AM 0 4 0 0 2 0 0 0 0 0 0 0 6 0 0 0 0 0 7:30 AM 0 1 0 0 3 0 0 0 0 0 0 1 5 0 0 0 0 0 7:45 AM 0 0 0 1 2 0 0 1 0 0 0 0 4 0 0 0 0 0 8:00 AM 0 2 0 0 3 0 0 0 0 0 0 0 5 0 0 0 0 0 8:15 AM 0 5 0 0 1 0 0 0 0 0 0 1 7 0 0 0 0 0 8:30 AM 0 4 0 0 2 0 1 0 0 0 0 0 7 0 0 0 0 0 8:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 VOLUMES 0 18 0 1 16 0 1 1 0 0 0 2 39 0 0 0 0 0 APPROACH % 0% 100% 0% 6% 94% 0% 50% 50% 0% 0% 0% 100%
APP/DEPART 18 / 21 17 / 16 2 / 2 2 / 0 0

BEGIN PEAK HR
VOLUMES 0 11 0 1 8 0 1 1 0 0 0 1 23 0 0 0 0 APPROACH % 0% 100% 0% 11% 89% 0% 50% 50% 0% 0% 0% 100%
PEAK HR FACTOR 0.550 0.750 0.500 0.250 0.821
APP/DEPART 11 / 13 9 / 8 2 / 2 1 / 0 0
4:00 PM 0 1 0 0 2 0 0 0 0 0 0 0 3 0 0 0 0 0 4:15 PM 0 2 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 1 0 0 1 1 0 0 0 0 0 0 3 0 0 0 0 0 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 5:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 5:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 5:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 VOLUMES 0 7 0 0 7 1 0 0 0 0 0 0 15 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 88% 13% 0% 0% 0% 0% 0% 0%
APP/DEPART 7 / 7 8 / 7 0 / 0 0 / 1 0

BEGIN PEAK HR
VOLUMES 0 3 0 0 3 1 0 0 0 0 0 0 7 0 0 0 0 APPROACH % 0% 100% 0% 0% 75% 25% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.750 0.500 0.000 0.000 0.583
APP/DEPART 3 / 3 4 / 3 0 / 0 0 / 1 0
Mitchell Rd

NORTH SIDE
Roeding Rd WEST SIDE EAST SIDE Roeding Rd

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd Roeding Rd Roeding Rd
AM
7:45 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 2
THURSDAY EAST & WEST: Roeding Rd CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 1 0 1 1 0
7:00 AM 0 11 0 0 15 0 0 0 0 0 0 0 26 0 0 0 0 0 7:15 AM 0 10 0 1 15 0 0 0 0 0 0 0 26 0 0 0 0 0 7:30 AM 0 10 0 0 14 0 0 0 0 0 0 0 24 0 0 0 0 0 7:45 AM 0 14 0 0 12 0 0 0 0 0 0 0 26 0 0 0 0 0 8:00 AM 0 15 1 0 16 0 0 0 0 0 0 0 32 0 0 0 0 0 8:15 AM 0 15 0 1 15 0 0 0 1 0 0 0 32 0 0 0 0 0 8:30 AM 0 18 0 0 9 0 0 0 0 0 0 0 27 0 0 0 0 0 8:45 AM 0 12 0 0 12 0 0 0 0 0 0 0 24 0 0 0 0 0 VOLUMES 0 105 1 2 108 0 0 0 1 0 0 0 217 0 0 0 0 0 APPROACH % 0% 99% 1% 2% 98% 0% 0% 0% 100% 0% 0% 0%
APP/DEPART 106 / 105 110 / 109 1 / 3 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 62 1 1 52 0 0 0 1 0 0 0 117 0 0 0 0 APPROACH % 0% 98% 2% 2% 98% 0% 0% 0% 100% 0% 0% 0%
PEAK HR FACTOR 0.875 0.828 0.250 0.000 0.914
APP/DEPART 63 / 62 53 / 53 1 / 2 0 / 0 0 4:00 PM 0 7 0 0 5 0 0 0 0 0 0 0 12 0 0 0 0 0 4:15 PM 0 3 0 0 10 0 0 0 0 0 0 0 13 0 0 0 0 0 4:30 PM 0 2 0 0 9 0 0 0 0 0 0 0 11 0 0 0 0 0 4:45 PM 0 9 0 0 7 0 0 0 0 0 0 0 16 0 0 0 0 0 5:00 PM 0 6 0 0 5 0 0 0 0 0 0 0 11 0 0 0 0 0 5:15 PM 0 4 0 0 5 0 0 0 0 0 0 0 9 0 0 0 0 0 5:30 PM 1 5 0 0 2 0 0 0 0 0 0 0 8 0 0 0 0 0 5:45 PM 0 2 0 0 5 0 0 1 0 0 0 0 8 0 0 0 0 0 VOLUMES 1 38 0 0 48 0 0 1 0 0 0 0 88 0 0 0 0 0 APPROACH % 3% 97% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0%
APP/DEPART 39 / 38 48 / 48 1 / 1 0 / 1 0

BEGIN PEAK HR
VOLUMES 0 21 0 0 26 0 0 0 0 0 0 0 47 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.583 0.722 0.000 0.000 0.734
APP/DEPART 21 / 21 26 / 26 0 / 0 0 / 0 0 Mitchell Rd

NORTH SIDE
Roeding Rd WEST SIDE EAST SIDE Roeding Rd

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd Roeding Rd Roeding Rd
AM
7:45 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 2
THURSDAY EAST & WEST: Roeding Rd CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 1 0 1 1 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 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 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 0 0 4:45 PM 0 0 0 0 0 0 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 0 0 5:15 PM 0 0 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 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 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Mitchell Rd

NORTH SIDE
Roeding Rd WEST SIDE EAST SIDE Roeding Rd

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd Roeding Rd Roeding Rd
AM
7:45 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 2
THURSDAY EAST & WEST: Roeding Rd CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 1 0 1 1 0
7:00 AM 0 2 0 0 3 0 0 0 1 0 0 0 6 0 0 0 0 0 7:15 AM 1 1 1 0 2 0 0 0 0 0 0 0 5 0 0 0 0 0 7:30 AM 0 0 0 0 2 0 0 0 2 0 0 0 4 0 0 0 0 0 7:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 8:00 AM 0 1 0 0 2 0 0 0 2 0 0 0 5 0 0 0 0 0 8:15 AM 0 3 0 0 1 0 0 0 0 0 0 0 4 0 0 0 0 0 8:30 AM 0 3 0 0 2 0 0 0 2 0 0 0 7 0 0 0 0 0 8:45 AM 0 4 0 0 1 0 0 0 0 0 0 0 5 0 0 0 0 0 VOLUMES 1 14 1 0 14 0 0 0 7 0 0 0 37 0 0 0 0 0 APPROACH % 6% 88% 6% 0% 100% 0% 0% 0% 100% 0% 0% 0%
APP/DEPART 16 / 14 14 / 21 7 / 1 0 / 1 0

BEGIN PEAK HR
VOLUMES 0 7 0 0 6 0 0 0 4 0 0 0 17 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 100% 0% 0% 0%
PEAK HR FACTOR 0.583 0.750 0.500 0.000 0.607
APP/DEPART 7 / 7 6 / 10 4 / 0 0 / 0 0
4:00 PM 0 6 0 0 0 0 0 0 2 0 0 0 8 0 0 0 0 0 4:15 PM 0 2 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 4:30 PM 0 5 0 0 1 0 0 0 2 0 1 0 9 0 0 0 0 0 4:45 PM 0 4 0 0 1 0 0 0 1 0 0 0 6 0 0 0 0 0 5:00 PM 0 2 0 0 1 0 0 0 1 0 0 0 4 0 0 0 0 0 5:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 5:30 PM 0 0 0 0 2 0 0 0 1 0 0 0 3 0 0 0 0 0 5:45 PM 0 1 0 0 0 0 0 0 3 0 0 0 4 0 0 0 0 0 VOLUMES 0 22 0 0 6 0 0 0 10 0 1 0 39 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 100% 0% 100% 0%
APP/DEPART 22 / 22 6 / 16 10 / 0 1 / 1 0

BEGIN PEAK HR
VOLUMES 0 13 0 0 3 0 0 0 4 0 1 0 21 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 100% 0% 100% 0%
PEAK HR FACTOR 0.650 0.750 0.500 0.250 0.583
APP/DEPART 13 / 13 3 / 7 4 / 0 1 / 1 0
Mitchell Rd

NORTH SIDE
Roeding Rd WEST SIDE EAST SIDE Roeding Rd

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd Roeding Rd Roeding Rd
AM
7:45 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10

T020624
DATE: LOCATION: PROJECT #: SC5127
Thu, Jan 16, 25 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0.5 0.5 1 1 0.5 0.5 0 0 0 0
7:00 AM 1 116 0 2 135 5 1 1 2 0 0 0 263 0 0 0 0 0 7:15 AM 4 175 0 1 189 12 3 0 7 0 0 0 391 0 0 0 0 0 7:30 AM 6 206 2 0 173 12 4 3 14 0 0 0 420 0 0 0 0 0 7:45 AM 13 172 1 2 164 19 11 7 19 0 0 1 409 1 0 0 0 1 8:00 AM 28 189 3 4 167 34 5 4 20 0 0 1 455 0 0 0 0 0 8:15 AM 19 203 1 0 193 23 5 0 21 0 0 1 466 1 0 0 0 1 8:30 AM 7 215 0 5 164 15 7 2 25 5 1 9 455 0 0 0 0 0 8:45 AM 8 211 0 0 152 5 13 1 11 3 3 5 412 0 0 0 0 0 VOLUMES 86 1,487 7 14 1,337 125 49 18 119 8 4 17 3,273 2 0 0 0 2 APPROACH % 5% 94% 0% 1% 91% 8% 26% 10% 64% 28% 14% 59%
APP/DEPART 1,582 / 1,553 1,476 / 1,466 186 / 39 29 / 215 0

BEGIN PEAK HR
VOLUMES 62 818 4 9 676 77 30 7 77 8 4 16 1,789 1 0 0 0 APPROACH % 7% 92% 0% 1% 89% 10% 26% 6% 68% 29% 14% 57%
PEAK HR FACTOR 0.988 0.882 0.838 0.467 0.958
APP/DEPART 885 / 864 762 / 762 114 / 20 28 / 143 0 4:00 PM 13 214 2 4 234 13 20 4 21 1 0 0 526 0 0 0 0 0 4:15 PM 11 240 1 4 231 11 11 1 14 1 1 3 529 0 0 0 0 0 4:30 PM 5 233 0 12 266 16 11 4 13 3 0 0 563 1 0 0 0 1 4:45 PM 8 235 1 10 232 11 15 6 17 2 2 3 542 0 0 0 0 0 5:00 PM 4 225 2 19 231 14 16 10 11 2 2 3 539 1 0 0 0 1 5:15 PM 14 242 3 31 228 8 14 19 17 9 2 3 590 5 0 0 0 5 5:30 PM 5 224 0 18 246 9 14 4 13 12 4 9 558 2 0 0 0 2 5:45 PM 6 211 4 10 224 7 8 2 9 2 3 5 491 0 0 0 0 0 VOLUMES 66 1,824 13 108 1,892 89 109 50 115 32 14 26 4,347 9 0 0 0 9 APPROACH % 3% 95% 1% 5% 91% 4% 40% 18% 42% 44% 19% 36%
APP/DEPART 1,912 / 1,959 2,089 / 2,048 274 / 171 72 / 169 0

BEGIN PEAK HR
VOLUMES 31 935 6 72 957 49 56 39 58 16 6 9 2,241 7 0 0 0 APPROACH % 3% 96% 1% 7% 89% 5% 37% 25% 38% 52% 19% 29%
PEAK HR FACTOR 0.927 0.917 0.765 0.554 0.942
APP/DEPART 979 / 1,000 1,078 / 1,038 153 / 117 31 / 86 0 Mitchell Rd

NORTH LEG
Don Pedro Rd WEST LEG EAST LEG Don Pedro Rd

SOUTH LEG
Mitchell Rd
AM
8:00 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Ceres
Mitchell Rd
Don Pedro Rd

U-TURNS
Mitchell Rd Mitchell Rd Don Pedro Rd Don Pedro Rd

ATTACHMENT F
ITEM 10
3,565 214 3,229 122 TOTAL 3,512
2,089 89 1,892 108 PM 1,959
1,476 125 1,337 14 AM 1,553
29 72
101
384
169
215
17 26
43 4
14 18
TOTAL
PM
AM
8 32
40 158
109
49 AM
PM
TOTAL
68 50
18 234
115
119
39 171
210
460
274
186
1,466 AM 86 1,487 7 1,582
2,048 PM 66 1,824 13 1,912
3,514 TOTAL 152 3,311 20 3,494
1,840 126 1,633 81 TOTAL 1,864
1,078 49 957 72 PM 1,000
762 77 676 9 AM 864
28 31
59 229
86 143
16 9
25 4
6 10
TOTAL
PM
AM AM 8:00 AM
8:45 AM
8 16
24 86
56 30
#N/A
AM
PM
TOTAL
46 39
7 PM 4:30 PM
3:45 PM
135
58 77
20 117
137
267
153
114
762 AM 62 818 4 885
1,038 PM 31 935 6 979
1,800 Total 93 1,753 10 1,864
Mitchell Rd
AimTD LLC

TURNING MOVEMENT COUNTS
Mitchell Rd
Don Pedro Rd
Don Pedro Rd

ALL HOURS
Mitchell Rd
Mitchell Rd
Don Pedro Rd
Don Pedro Rd

PEAK HOUR
Ceres
SC5127

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 3
THURSDAY EAST & WEST: Don Pedro Rd CONTROL: SIGNAL
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0.5 0.5 1 1 0.5 0.5
7:00 AM 1 139 0 2 174 6 1 1 2 0 0 0 326 0 7:15 AM 5 207 0 1 231 12 6 0 9 0 0 0 470 0 7:30 AM 7 226 2 0 210 14 4 3 14 0 0 0 479 0 7:45 AM 14 214 1 2 193 19 13 7 21 0 0 1 484 0 8:00 AM 28 225 3 5 207 34 6 4 20 0 0 1 532 0 8:15 AM 19 245 2 0 229 23 6 0 21 0 0 1 545 0 8:30 AM 7 261 0 5 191 16 7 2 27 5 1 9 530 0 8:45 AM 11 249 0 0 180 5 15 1 11 4 3 5 483 0 VOLUMES 90 1,766 8 15 1,614 129 57 18 125 9 4 17 3,849 0 0 0 0 0 APPROACH % 5% 95% 0% 1% 92% 7% 29% 9% 62% 30% 13% 57%
APP/DEPART 1,863 / 1,840 1,757 / 1,747 200 / 40 30 / 223 0

BEGIN PEAK HR
VOLUMES 65 980 5 10 806 78 34 7 79 9 4 16 2,090 APPROACH % 6% 93% 0% 1% 90% 9% 28% 6% 66% 31% 14% 55%
PEAK HR FACTOR 0.978 0.888 0.842 0.483 0.959
APP/DEPART 1,049 / 1,030 893 / 894 120 / 21 29 / 146 0 4:00 PM 15 237 2 4 251 13 22 4 21 1 0 0 570 0 4:15 PM 11 250 1 4 257 11 11 1 15 1 1 3 565 0 4:30 PM 5 246 0 12 293 17 12 4 15 3 0 0 606 0 4:45 PM 8 259 1 10 252 13 15 6 18 2 2 4 589 0 5:00 PM 4 251 2 19 241 14 17 10 13 2 2 3 578 0 5:15 PM 16 256 3 31 245 8 15 19 17 9 2 3 624 0 5:30 PM 5 238 0 18 259 9 14 4 13 12 4 9 585 0 5:45 PM 7 217 4 10 235 7 11 2 10 2 3 5 513 0 VOLUMES 71 1,953 13 108 2,032 92 117 50 122 32 14 27 4,629 0 0 0 0 0 APPROACH % 3% 96% 1% 5% 91% 4% 41% 17% 42% 44% 19% 37%
APP/DEPART 2,037 / 2,096 2,231 / 2,185 289 / 171 73 / 177 0

BEGIN PEAK HR
VOLUMES 33 1,011 6 72 1,030 52 59 39 63 16 6 10 2,396 APPROACH % 3% 96% 1% 6% 89% 4% 37% 24% 39% 51% 19% 30%
PEAK HR FACTOR 0.956 0.898 0.789 0.563 0.961
APP/DEPART 1,050 / 1,080 1,154 / 1,109 161 / 117 32 / 91 0 Mitchell Rd

NORTH SIDE
Don Pedro Rd WEST SIDE EAST SIDE Don Pedro Rd

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd Don Pedro Rd Don Pedro Rd
AM
8:00 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 3
THURSDAY EAST & WEST: Don Pedro Rd CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0.5 0.5 1 1 0.5 0.5
7:00 AM 1 97 0 2 105 4 1 1 2 0 0 0 213 0 0 0 0 0 7:15 AM 3 148 0 1 160 12 0 0 5 0 0 0 329 0 0 0 0 0 7:30 AM 5 190 2 0 148 11 4 3 14 0 0 0 377 0 0 0 0 0 7:45 AM 12 146 1 2 144 19 9 7 17 0 0 1 358 1 0 0 0 1 8:00 AM 28 161 3 3 139 34 3 4 20 0 0 1 396 0 0 0 0 0 8:15 AM 19 170 0 0 172 23 4 0 21 0 0 1 410 1 0 0 0 1 8:30 AM 7 183 0 5 143 14 7 2 23 5 1 9 399 0 0 0 0 0 8:45 AM 6 183 0 0 132 5 10 1 11 1 3 5 357 0 0 0 0 0 VOLUMES 81 1,278 6 13 1,143 122 38 18 113 6 4 17 2,841 2 0 0 0 2 APPROACH % 6% 93% 0% 1% 89% 10% 22% 11% 67% 22% 15% 63% APP/DEPART 1,367 / 1,333 1,278 / 1,264 169 / 37 27 / 207 0

BEGIN PEAK HR
VOLUMES 60 697 3 8 586 76 24 7 75 6 4 16 1,563 1 0 0 0 APPROACH % 8% 92% 0% 1% 87% 11% 23% 7% 71% 23% 15% 62%
PEAK HR FACTOR 0.991 0.859 0.828 0.433 0.951
APP/DEPART 761 / 737 670 / 668 106 / 18 26 / 140 0 4:00 PM 12 194 2 4 218 13 18 4 21 1 0 0 487 0 0 0 0 0 4:15 PM 11 231 1 4 212 11 11 1 13 1 1 3 500 0 0 0 0 0 4:30 PM 5 220 0 12 243 15 10 4 12 3 0 0 524 1 0 0 0 1 4:45 PM 8 213 1 10 217 10 15 6 16 2 2 2 502 0 0 0 0 0 5:00 PM 4 200 2 19 222 14 15 10 10 2 2 3 503 1 0 0 0 1 5:15 PM 13 229 3 31 214 8 13 19 17 9 2 3 561 5 0 0 0 5 5:30 PM 5 214 0 18 233 9 14 4 13 12 4 9 535 2 0 0 0 2 5:45 PM 5 206 4 10 214 7 6 2 8 2 3 5 472 0 0 0 0 0 VOLUMES 63 1,707 13 108 1,773 87 102 50 110 32 14 25 4,093 9 0 0 0 9 APPROACH % 4% 95% 1% 5% 90% 4% 39% 19% 42% 45% 20% 35%
APP/DEPART 1,792 / 1,834 1,968 / 1,924 262 / 171 71 / 164 0

BEGIN PEAK HR
VOLUMES 30 862 6 72 896 47 53 39 55 16 6 8 2,097 7 0 0 0 APPROACH % 3% 95% 1% 7% 88% 5% 36% 27% 37% 53% 20% 27%
PEAK HR FACTOR 0.905 0.940 0.750 0.536 0.926
APP/DEPART 905 / 923 1,015 / 974 147 / 117 30 / 83 0 Mitchell Rd

NORTH SIDE
Don Pedro Rd WEST SIDE EAST SIDE Don Pedro Rd

SOUTH SIDE
Mitchell Rd
AM
8:00 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Don Pedro Rd Don Pedro Rd

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 3
THURSDAY EAST & WEST: Don Pedro Rd CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0.5 0.5 1 1 0.5 0.5
7:00 AM 0 8 0 0 10 0 0 0 0 0 0 0 18 0 0 0 0 0 7:15 AM 1 10 0 0 8 0 1 0 0 0 0 0 20 0 0 0 0 0 7:30 AM 1 8 0 0 5 0 0 0 0 0 0 0 14 0 0 0 0 0 7:45 AM 1 6 0 0 6 0 1 0 0 0 0 0 14 0 0 0 0 0 8:00 AM 0 13 0 1 6 0 2 0 0 0 0 0 22 0 0 0 0 0 8:15 AM 0 12 1 0 3 0 0 0 0 0 0 0 16 0 0 0 0 0 8:30 AM 0 8 0 0 6 1 0 0 1 0 0 0 16 0 0 0 0 0 8:45 AM 1 8 0 0 7 0 2 0 0 2 0 0 20 0 0 0 0 0 VOLUMES 4 73 1 1 51 1 6 0 1 2 0 0 140 0 0 0 0 0 APPROACH % 5% 94% 1% 2% 96% 2% 86% 0% 14% 100% 0% 0%
APP/DEPART 78 / 79 53 / 54 7 / 2 2 / 5 0

BEGIN PEAK HR
VOLUMES 1 41 1 1 22 1 4 0 1 2 0 0 74 0 0 0 0 APPROACH % 2% 95% 2% 4% 92% 4% 80% 0% 20% 100% 0% 0%
PEAK HR FACTOR 0.827 0.857 0.625 0.250 0.841
APP/DEPART 43 / 45 24 / 25 5 / 2 2 / 2 0 4:00 PM 0 8 0 0 8 0 0 0 0 0 0 0 16 0 0 0 0 0 4:15 PM 0 3 0 0 6 0 0 0 1 0 0 0 10 0 0 0 0 0 4:30 PM 0 6 0 0 11 1 0 0 0 0 0 0 18 0 0 0 0 0 4:45 PM 0 11 0 0 5 0 0 0 0 0 0 1 17 0 0 0 0 0 5:00 PM 0 14 0 0 4 0 0 0 0 0 0 0 18 0 0 0 0 0 5:15 PM 0 7 0 0 6 0 0 0 0 0 0 0 13 0 0 0 0 0 5:30 PM 0 4 0 0 6 0 0 0 0 0 0 0 10 0 0 0 0 0 5:45 PM 0 2 0 0 5 0 0 0 0 0 0 0 7 0 0 0 0 0 VOLUMES 0 55 0 0 51 1 0 0 1 0 0 1 109 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 98% 2% 0% 0% 100% 0% 0% 100%
APP/DEPART 55 / 56 52 / 52 1 / 0 1 / 1 0

BEGIN PEAK HR
VOLUMES 0 38 0 0 26 1 0 0 0 0 0 1 66 0 0 0 0 APPROACH % 0% 100% 0% 0% 96% 4% 0% 0% 0% 0% 0% 100%
PEAK HR FACTOR 0.679 0.563 0.000 0.250 0.917
APP/DEPART 38 / 39 27 / 26 0 / 0 1 / 1 0 Mitchell Rd

NORTH SIDE
Don Pedro Rd WEST SIDE EAST SIDE Don Pedro Rd

SOUTH SIDE
Mitchell Rd
AM
8:00 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Don Pedro Rd Don Pedro Rd

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 3
THURSDAY EAST & WEST: Don Pedro Rd CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0.5 0.5 1 1 0.5 0.5
7:00 AM 0 1 0 0 3 0 0 0 0 0 0 0 4 0 0 0 0 0 7:15 AM 0 5 0 0 2 0 1 0 0 0 0 0 8 0 0 0 0 0 7:30 AM 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 7:45 AM 0 1 0 0 1 0 0 0 1 0 0 0 3 0 0 0 0 0 8:00 AM 0 0 0 0 3 0 0 0 0 0 0 0 3 0 0 0 0 0 8:15 AM 0 4 0 0 1 0 0 0 0 0 0 0 5 0 0 0 0 0 8:30 AM 0 3 0 0 2 0 0 0 0 0 0 0 5 0 0 0 0 0 8:45 AM 0 3 0 0 1 0 0 0 0 0 0 0 4 0 0 0 0 0 VOLUMES 0 17 0 0 15 0 1 0 1 0 0 0 34 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 50% 0% 50% 0% 0% 0%
APP/DEPART 17 / 18 15 / 16 2 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 10 0 0 7 0 0 0 0 0 0 0 17 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.625 0.583 0.000 0.000 0.850
APP/DEPART 10 / 10 7 / 7 0 / 0 0 / 0 0
4:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 4:15 PM 0 2 0 0 2 0 0 0 0 0 0 0 4 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 5:15 PM 0 1 0 0 2 0 0 0 0 0 0 0 3 0 0 0 0 0 5:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 5:45 PM 1 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 VOLUMES 1 7 0 0 7 0 0 0 0 0 0 0 15 0 0 0 0 0 APPROACH % 13% 88% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 8 / 7 7 / 7 0 / 0 0 / 1 0

BEGIN PEAK HR
VOLUMES 0 3 0 0 3 0 0 0 0 0 0 0 6 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.750 0.375 0.000 0.000 0.500
APP/DEPART 3 / 3 3 / 3 0 / 0 0 / 0 0
Mitchell Rd

NORTH SIDE
Don Pedro Rd WEST SIDE EAST SIDE Don Pedro Rd

SOUTH SIDE
Mitchell Rd
AM
8:00 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Don Pedro Rd Don Pedro Rd

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 3
THURSDAY EAST & WEST: Don Pedro Rd CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0.5 0.5 1 1 0.5 0.5
7:00 AM 0 8 0 0 14 0 0 0 0 0 0 0 22 0 0 0 0 0 7:15 AM 0 10 0 0 17 0 0 0 0 0 0 0 27 0 0 0 0 0 7:30 AM 0 8 0 0 14 1 0 0 0 0 0 0 23 0 0 0 0 0 7:45 AM 0 19 0 0 12 0 0 0 0 0 0 0 31 0 0 0 0 0 8:00 AM 0 14 0 0 15 0 0 0 0 0 0 0 29 0 0 0 0 0 8:15 AM 0 15 0 0 16 0 0 0 0 0 0 0 31 0 0 0 0 0 8:30 AM 0 18 0 0 9 0 0 0 0 0 0 0 27 0 0 0 0 0 8:45 AM 1 14 0 0 11 0 0 0 0 0 0 0 26 0 0 0 0 0 VOLUMES 1 106 0 0 108 1 0 0 0 0 0 0 216 0 0 0 0 0 APPROACH % 1% 99% 0% 0% 99% 1% 0% 0% 0% 0% 0% 0%
APP/DEPART 107 / 106 109 / 108 0 / 0 0 / 2 0

BEGIN PEAK HR
VOLUMES 1 61 0 0 51 0 0 0 0 0 0 0 113 0 0 0 0 APPROACH % 2% 98% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.861 0.797 0.000 0.000 0.911
APP/DEPART 62 / 61 51 / 51 0 / 0 0 / 1 0 4:00 PM 1 7 0 0 5 0 0 0 0 0 0 0 13 0 0 0 0 0 4:15 PM 0 2 0 0 10 0 0 0 0 0 0 0 12 0 0 0 0 0 4:30 PM 0 3 0 0 9 0 0 0 1 0 0 0 13 0 0 0 0 0 4:45 PM 0 7 0 0 7 1 0 0 0 0 0 0 15 0 0 0 0 0 5:00 PM 0 8 0 0 3 0 0 0 1 0 0 0 12 0 0 0 0 0 5:15 PM 1 4 0 0 6 0 0 0 0 0 0 0 11 0 0 0 0 0 5:30 PM 0 6 0 0 3 0 0 0 0 0 0 0 9 0 0 0 0 0 5:45 PM 0 2 0 0 3 0 1 0 0 0 0 0 6 0 0 0 0 0 VOLUMES 2 39 0 0 46 1 1 0 2 0 0 0 91 0 0 0 0 0 APPROACH % 5% 95% 0% 0% 98% 2% 33% 0% 67% 0% 0% 0%
APP/DEPART 41 / 40 47 / 48 3 / 0 0 / 3 0

BEGIN PEAK HR
VOLUMES 1 22 0 0 25 1 0 0 2 0 0 0 51 0 0 0 0 APPROACH % 4% 96% 0% 0% 96% 4% 0% 0% 100% 0% 0% 0%
PEAK HR FACTOR 0.719 0.722 0.500 0.000 0.850
APP/DEPART 23 / 22 26 / 27 2 / 0 0 / 2 0 Mitchell Rd

NORTH SIDE
Don Pedro Rd WEST SIDE EAST SIDE Don Pedro Rd

SOUTH SIDE
Mitchell Rd
AM
8:00 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Don Pedro Rd Don Pedro Rd

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 3
THURSDAY EAST & WEST: Don Pedro Rd CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0.5 0.5 1 1 0.5 0.5
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 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 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 0 0 4:45 PM 0 0 0 0 0 0 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 0 0 5:15 PM 0 0 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 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 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Mitchell Rd

NORTH SIDE
Don Pedro Rd WEST SIDE EAST SIDE Don Pedro Rd

SOUTH SIDE
Mitchell Rd
AM
8:00 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Don Pedro Rd Don Pedro Rd

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 3
THURSDAY EAST & WEST: Don Pedro Rd CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0.5 0.5 1 1 0.5 0.5
7:00 AM 0 2 0 0 3 1 0 0 0 0 0 0 6 0 0 0 0 0 7:15 AM 0 2 0 0 2 0 1 0 2 0 0 0 7 0 0 0 0 0 7:30 AM 0 0 0 0 4 0 0 0 0 0 0 0 4 0 0 0 0 0 7:45 AM 0 0 0 0 1 0 1 0 1 0 0 0 3 0 0 0 0 0 8:00 AM 0 1 0 0 4 0 0 0 0 0 0 0 5 0 0 0 0 0 8:15 AM 0 2 0 0 1 0 1 0 0 0 0 0 4 0 0 0 0 0 8:30 AM 0 3 0 0 4 0 0 0 1 0 0 0 8 0 0 0 0 0 8:45 AM 0 3 0 0 1 0 1 0 0 0 0 0 5 0 0 0 0 0 VOLUMES 0 13 0 0 20 1 4 0 4 0 0 0 42 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 95% 5% 50% 0% 50% 0% 0% 0%
APP/DEPART 13 / 17 21 / 24 8 / 0 0 / 1 0

BEGIN PEAK HR
VOLUMES 0 9 0 0 10 0 2 0 1 0 0 0 22 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 67% 0% 33% 0% 0% 0%
PEAK HR FACTOR 0.750 0.625 0.750 0.000 0.688
APP/DEPART 9 / 11 10 / 11 3 / 0 0 / 0 0 4:00 PM 0 4 0 0 2 0 2 0 0 0 0 0 8 0 0 0 0 0 4:15 PM 0 2 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 4:30 PM 0 4 0 0 3 0 1 0 0 0 0 0 8 0 0 0 0 0 4:45 PM 0 3 0 0 2 0 0 0 1 0 0 0 6 0 0 0 0 0 5:00 PM 0 2 0 0 2 0 1 0 0 0 0 0 5 0 0 0 0 0 5:15 PM 0 1 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 5:30 PM 0 0 0 0 3 0 0 0 0 0 0 0 3 0 0 0 0 0 5:45 PM 0 0 0 0 2 0 1 0 1 0 0 0 4 0 0 0 0 0 VOLUMES 0 16 0 0 15 0 6 0 2 0 0 0 39 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 75% 0% 25% 0% 0% 0%
APP/DEPART 16 / 22 15 / 17 8 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 10 0 0 7 0 3 0 1 0 0 0 21 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 75% 0% 25% 0% 0% 0%
PEAK HR FACTOR 0.625 0.583 1.000 0.000 0.656
APP/DEPART 10 / 13 7 / 8 4 / 0 0 / 0 0
Mitchell Rd

NORTH SIDE
Don Pedro RdWEST SIDE EAST SIDE Don Pedro Rd

SOUTH SIDE
Mitchell Rd
AM
8:00 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Don Pedro Rd Don Pedro Rd

ATTACHMENT F
ITEM 10

T020624
DATE: LOCATION: PROJECT #: SC5127
Thu, Jan 16, 25 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2 1 1 2 1 2 1 1 1 1 1 0 0 0 0
7:00 AM 46 101 16 5 88 34 20 15 29 32 42 0 428 0 0 0 0 0 7:15 AM 48 120 34 6 138 62 49 51 45 48 76 6 683 0 2 0 0 2 7:30 AM 40 149 37 7 123 46 61 55 56 55 59 8 696 0 5 1 0 6 7:45 AM 65 142 50 11 128 54 63 60 29 46 99 15 762 0 4 0 0 4 8:00 AM 49 138 34 7 100 68 69 55 42 53 115 17 747 1 1 1 0 3 8:15 AM 44 159 33 18 133 47 72 50 33 42 65 21 717 0 3 1 0 4 8:30 AM 42 161 16 24 125 51 56 65 38 33 50 11 672 0 4 0 0 4 8:45 AM 38 139 16 19 103 34 52 30 30 38 43 14 556 0 6 0 0 6 VOLUMES 372 1,109 236 97 938 396 442 381 302 347 549 92 5,290 1 25 3 0 29 APPROACH % 22% 65% 14% 7% 64% 27% 39% 34% 27% 35% 56% 9% APP/DEPART 1,718 / 1,668 1,456 / 1,588 1,128 / 714 988 / 1,320 0

BEGIN PEAK HR
VOLUMES 198 588 154 43 484 215 265 220 160 196 338 61 2,939 1 13 3 0 APPROACH % 21% 62% 16% 6% 64% 28% 41% 34% 25% 33% 57% 10% PEAK HR FACTOR 0.915 0.939 0.936 0.804 0.959
APP/DEPART 941 / 927 755 / 841 648 / 417 595 / 754 0 4:00 PM 50 126 40 30 148 65 75 73 67 34 55 10 773 2 5 0 0 7 4:15 PM 35 161 45 28 167 52 76 51 61 35 41 7 759 0 10 2 0 12 4:30 PM 61 154 27 20 164 74 79 67 71 37 36 13 803 0 4 0 0 4 4:45 PM 67 156 56 29 174 53 92 68 41 32 40 12 820 1 5 0 0 6 5:00 PM 54 166 41 20 165 55 99 52 45 38 41 20 796 1 2 1 0 4 5:15 PM 69 176 35 32 155 61 94 80 44 28 45 17 836 0 8 1 0 9 5:30 PM 52 159 31 17 192 52 81 55 68 41 50 16 814 0 3 0 0 3 5:45 PM 57 163 33 18 160 70 70 54 59 28 41 10 763 1 4 0 0 5 VOLUMES 445 1,261 308 194 1,325 482 666 500 456 273 349 105 6,414 5 41 4 0 50 APPROACH % 22% 62% 15% 10% 65% 24% 41% 31% 28% 38% 48% 14% APP/DEPART 2,019 / 2,073 2,042 / 2,059 1,626 / 1,002 727 / 1,280 0

BEGIN PEAK HR
VOLUMES 242 657 163 98 686 221 366 255 198 139 176 65 3,288 2 18 2 0 APPROACH % 23% 62% 15% 10% 67% 22% 45% 31% 24% 37% 46% 17% PEAK HR FACTOR 0.950 0.969 0.937 0.888 0.973
APP/DEPART 1,064 / 1,106 1,023 / 1,025 821 / 516 380 / 641 0 Mitchell Rd

NORTH LEG
Service Rd WEST LEG EAST LEG Service Rd

SOUTH LEG
Mitchell Rd
AM
7:30 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Ceres
Mitchell Rd
Service Rd

U-TURNS
Mitchell Rd Mitchell Rd Service Rd Service Rd

ATTACHMENT F
ITEM 10
3,498 878 2,263 291 TOTAL 3,741
2,042 482 1,325 194 PM 2,073
1,456 396 938 97 AM 1,668
988
727
1,715
2,600
1,280
1,320
92 105
197
549
349
898
TOTAL
PM
AM
347
273
620
1,108
666
442
AM
PM
TOTAL
881
500
381
758
456
302
714
1,002
1,716
2,754
1,626
1,128
1,588 AM 372 1,109 236 1,718
2,059 PM 445 1,261 308 2,019
3,647 TOTAL 817 2,370 544 3,737
1,778 436 1,170 141 TOTAL 2,033
1,023 221 686 98 PM 1,106
755 215 484 43 AM 927
595
380
975
1,395
641
754
61 65
126
338
176
514
TOTAL
PM
AM AM 7:30 AM
8:45 AM
196
139
335
631
366
265 #N/A
AM
PM
TOTAL
475
255
220 PM 4:45 PM
3:45 PM
358
198
160
417
516
933
1,469
821
648
841 AM 198 588 154 941
1,025 PM 242 657 163 1,064
1,866 Total 440 1,245 317 2,005
Mitchell Rd
AimTD LLC

TURNING MOVEMENT COUNTS
Mitchell Rd
Service Rd
Service Rd

ALL HOURS
Mitchell Rd
Mitchell Rd
Service Rd
Service Rd

PEAK HOUR
Ceres
SC5127

ATTACHMENT F
ITEM 10

DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 4
THURSDAY EAST & WEST: Service Rd CONTROL: SIGNAL
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2 1 1 2 1 2 1 1 1 1 1
7:00 AM 46 124 17 5 107 42 26 17 36 37 46 0 501 0 7:15 AM 53 140 35 8 175 72 59 55 57 53 82 7 795 0 7:30 AM 45 159 38 7 148 55 76 57 66 62 62 9 782 0 7:45 AM 67 155 51 15 151 60 88 63 33 52 101 22 855 0 8:00 AM 53 158 36 7 130 86 81 59 44 57 116 17 841 0 8:15 AM 54 182 34 18 152 59 90 53 40 45 72 23 819 0 8:30 AM 43 200 18 25 140 71 68 69 43 37 56 11 778 0 8:45 AM 44 161 18 20 113 48 66 38 33 41 45 16 641 0 VOLUMES 403 1,277 245 104 1,115 493 553 410 349 382 579 103 6,011 0 0 0 0 0 APPROACH % 21% 66% 13% 6% 65% 29% 42% 31% 27% 36% 54% 10% APP/DEPART 1,925 / 1,933 1,711 / 1,845 1,312 / 759 1,063 / 1,474 0

BEGIN PEAK HR
VOLUMES 218 654 158 47 580 260 335 232 182 214 351 70 3,297 12% APPROACH % 21% 64% 15% 5% 65% 29% 45% 31% 24% 34% 55% 11% PEAK HR FACTOR 0.944 0.967 0.940 0.836 0.964
APP/DEPART 1,029 / 1,058 886 / 976 748 / 436 634 / 828 0 4:00 PM 53 140 46 30 163 70 77 78 72 35 60 12 834 0 4:15 PM 36 169 52 30 183 58 79 52 68 38 46 7 815 0 4:30 PM 69 164 28 20 187 78 83 70 74 41 39 13 864 0 4:45 PM 71 172 59 30 188 60 100 68 42 37 40 12 877 0 5:00 PM 57 182 41 20 174 58 108 53 47 39 42 21 839 0 5:15 PM 80 189 37 32 170 68 99 82 46 28 46 18 892 0 5:30 PM 56 170 33 17 202 55 84 56 73 42 51 16 853 0 5:45 PM 62 169 33 20 172 73 71 54 64 28 44 10 798 0 VOLUMES 482 1,354 327 198 1,437 517 700 512 484 286 367 108 6,770 0 0 0 0 0 APPROACH % 22% 63% 15% 9% 67% 24% 41% 30% 29% 38% 48% 14% APP/DEPART 2,163 / 2,161 2,152 / 2,207 1,695 / 1,037 760 / 1,366 0

BEGIN PEAK HR
VOLUMES 264 713 169 99 734 239 390 259 207 145 179 66 3,461 5% APPROACH % 23% 62% 15% 9% 68% 22% 46% 30% 24% 37% 46% 17% PEAK HR FACTOR 0.939 0.965 0.944 0.897 0.970
APP/DEPART 1,145 / 1,169 1,072 / 1,085 855 / 527 390 / 682 0 Mitchell Rd

NORTH SIDE
Service Rd WEST SIDE EAST SIDE Service Rd

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd Service Rd Service Rd
AM
7:30 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 4
THURSDAY EAST & WEST: Service Rd CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2 1 1 2 1 2 1 1 1 1 1
7:00 AM 46 84 15 5 74 29 16 12 24 29 38 0 372 0 0 0 0 0 7:15 AM 45 100 32 5 117 53 42 49 37 44 72 5 601 0 2 0 0 2 7:30 AM 37 138 36 7 103 39 53 54 49 51 57 7 631 0 5 1 0 6 7:45 AM 62 131 48 8 111 50 50 55 24 41 96 11 687 0 4 0 0 4 8:00 AM 45 122 31 7 83 53 61 51 40 50 113 17 673 1 1 1 0 3 8:15 AM 36 139 32 18 122 40 60 47 29 40 61 18 642 0 3 1 0 4 8:30 AM 41 132 15 23 110 38 48 61 34 28 45 11 586 0 4 0 0 4 8:45 AM 34 123 14 18 93 25 41 23 28 35 39 12 485 0 6 0 0 6 VOLUMES 346 969 223 91 813 327 371 352 265 318 521 81 4,706 1 25 3 0 29 APPROACH % 22% 63% 14% 7% 65% 26% 37% 36% 27% 35% 57% 9% APP/DEPART 1,539 / 1,446 1,256 / 1,397 991 / 666 920 / 1,197 0

BEGIN PEAK HR
VOLUMES 180 530 147 40 419 182 224 207 142 182 327 53 2,650 1 13 3 0 APPROACH % 21% 62% 17% 6% 64% 28% 39% 36% 25% 32% 58% 9% PEAK HR FACTOR 0.890 0.893 0.917 0.781 0.959
APP/DEPART 858 / 820 654 / 744 576 / 394 562 / 692 0
4:00 PM 47 115 37 30 135 61 72 66 64 33 49 8 717 2 5 0 0 7 4:15 PM 34 153 40 26 158 46 74 50 56 33 37 7 714 0 10 2 0 12 4:30 PM 53 143 26 20 144 71 75 65 69 33 33 13 745 0 4 0 0 4 4:45 PM 65 140 52 28 162 48 85 68 40 29 40 12 769 1 5 0 0 6 5:00 PM 52 151 41 20 159 52 91 50 43 37 40 19 755 1 2 1 0 4 5:15 PM 60 167 32 32 145 55 89 76 41 28 44 16 785 0 8 1 0 9 5:30 PM 47 152 30 17 183 48 78 54 65 40 49 16 779 0 3 0 0 3 5:45 PM 54 158 33 16 150 67 68 54 54 28 39 10 731 1 4 0 0 5 VOLUMES 412 1,179 291 189 1,236 448 632 483 432 261 331 101 6,045 5 41 4 0 50 APPROACH % 22% 62% 15% 10% 65% 23% 41% 31% 28% 38% 48% 15% APP/DEPART 1,887 / 1,953 1,914 / 1,934 1,551 / 963 693 / 1,195 0

BEGIN PEAK HR
VOLUMES 224 610 155 97 649 203 343 248 189 134 173 63 3,110 2 18 2 0 APPROACH % 23% 62% 16% 10% 67% 21% 44% 32% 24% 36% 47% 17% PEAK HR FACTOR 0.957 0.963 0.944 0.881 0.979
APP/DEPART 991 / 1,034 967 / 974 782 / 500 370 / 602 0
Mitchell Rd

NORTH SIDE
Service Rd WEST SIDE EAST SIDE Service Rd

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Service Rd Service Rd

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 4
THURSDAY EAST & WEST: Service Rd CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2 1 1 2 1 2 1 1 1 1 1
7:00 AM 0 7 1 0 4 0 1 2 2 1 3 0 21 0 0 0 0 0
7:15 AM 0 11 2 0 2 2 2 0 3 2 1 0 25 0 0 0 0 0
7:30 AM 1 8 1 0 8 2 0 0 2 1 0 1 24 0 0 0 0 0
7:45 AM 2 5 2 1 7 0 0 4 3 3 2 1 30 0 0 0 0 0
8:00 AM 3 6 3 0 3 3 2 2 1 1 2 0 26 0 0 0 0 0
8:15 AM 3 8 1 0 2 0 2 1 1 1 1 3 23 0 0 0 0 0
8:30 AM 1 11 0 0 9 2 1 3 1 4 0 0 32 0 0 0 0 0
8:45 AM 1 4 0 1 6 2 4 4 1 2 4 1 30 0 0 0 0 0
VOLUMES 11 60 10 2 41 11 12 16 14 15 13 6 211 0 0 0 0 0 APPROACH % 14% 74% 12% 4% 76% 20% 29% 38% 33% 44% 38% 18% APP/DEPART 81 / 78 54 / 70 42 / 28 34 / 35 0

BEGIN PEAK HR
VOLUMES 9 27 7 1 20 5 4 7 7 6 5 5 103 0 0 0 0
APPROACH % 21% 63% 16% 4% 77% 19% 22% 39% 39% 38% 31% 31% PEAK HR FACTOR 0.896 0.650 0.643 0.667 0.858
APP/DEPART 43 / 36 26 / 33 18 / 15 16 / 19 0
4:00 PM 2 3 0 0 7 1 2 4 0 1 4 1 25 0 0 0 0 0
4:15 PM 1 4 1 1 1 4 1 1 2 1 2 0 19 0 0 0 0 0
4:30 PM 5 6 1 0 11 0 2 1 0 2 1 0 29 0 0 0 0 0
4:45 PM 0 8 3 0 6 1 4 0 1 1 0 0 24 0 0 0 0 0
5:00 PM 1 8 0 0 2 1 5 2 1 1 0 1 22 0 0 0 0 0
5:15 PM 4 3 3 0 3 3 3 4 2 0 0 1 26 0 0 0 0 0
5:30 PM 4 2 0 0 4 3 2 1 1 1 0 0 18 0 0 0 0 0
5:45 PM 1 2 0 1 4 1 2 0 3 0 1 0 15 0 0 0 0 0
VOLUMES 18 36 8 2 38 14 21 13 10 7 8 3 178 0 0 0 0 0
APPROACH % 29% 58% 13% 4% 70% 26% 48% 30% 23% 39% 44% 17% APP/DEPART 62 / 60 54 / 55 44 / 23 18 / 40 0

BEGIN PEAK HR
VOLUMES 9 21 6 0 15 8 14 7 5 3 0 2 90 0 0 0 0
APPROACH % 25% 58% 17% 0% 65% 35% 54% 27% 19% 60% 0% 40% PEAK HR FACTOR 0.818 0.821 0.722 0.625 0.865
APP/DEPART 36 / 37 23 / 23 26 / 13 5 / 17 0
Mitchell Rd

NORTH SIDE
Service Rd WEST SIDE EAST SIDE Service Rd

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Service Rd Service Rd

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 4
THURSDAY EAST & WEST: Service Rd CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2 1 1 2 1 2 1 1 1 1 1
7:00 AM 0 0 0 0 2 1 0 1 0 0 0 0 4 0 0 0 0 0
7:15 AM 0 3 0 0 1 1 0 0 0 0 0 1 6 0 0 0 0 0
7:30 AM 0 0 0 0 1 0 1 0 1 0 1 0 4 0 0 0 0 0
7:45 AM 1 2 0 0 1 1 1 1 1 0 1 0 9 0 0 0 0 0
8:00 AM 0 2 0 0 0 4 1 1 1 1 0 0 10 0 0 0 0 0
8:15 AM 2 4 0 0 0 1 1 2 0 0 0 0 10 0 0 0 0 0
8:30 AM 0 1 0 0 0 1 2 0 0 0 1 0 5 0 0 0 0 0
8:45 AM 1 0 2 0 1 0 2 0 0 0 0 1 7 0 0 0 0 0
VOLUMES 4 12 2 0 6 9 8 5 3 1 3 2 55 0 0 0 0 0
APPROACH % 22% 67% 11% 0% 40% 60% 50% 31% 19% 17% 50% 33% APP/DEPART 18 / 22 15 / 10 16 / 7 6 / 16 0

BEGIN PEAK HR
VOLUMES 3 8 0 0 2 6 4 4 3 1 2 0 33 0 0 0 0
APPROACH % 27% 73% 0% 0% 25% 75% 36% 36% 27% 33% 67% 0% PEAK HR FACTOR 0.458 0.500 0.917 0.750 0.825
APP/DEPART 11 / 12 8 / 6 11 / 4 3 / 11 0
4:00 PM 0 1 0 0 1 0 0 1 1 0 0 0 4 0 0 0 0 0
4:15 PM 0 1 2 1 1 0 0 0 0 0 0 0 5 0 0 0 0 0
4:30 PM 1 0 0 0 0 0 0 0 1 0 1 0 3 0 0 0 0 0
4:45 PM 0 1 1 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0
5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0
5:15 PM 1 1 0 0 1 0 0 0 1 0 0 0 4 0 0 0 0 0
5:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
5:45 PM 0 1 0 0 2 0 0 0 1 0 0 0 4 0 0 0 0 0
VOLUMES 2 6 3 1 7 0 0 1 4 0 1 0 25 0 0 0 0 0
APPROACH % 18% 55% 27% 13% 88% 0% 0% 20% 80% 0% 100% 0% APP/DEPART 11 / 6 8 / 11 5 / 5 1 / 3 0

BEGIN PEAK HR
VOLUMES 1 3 1 0 3 0 0 0 1 0 0 0 9 0 0 0 0
APPROACH % 20% 60% 20% 0% 100% 0% 0% 0% 100% 0% 0% 0%
PEAK HR FACTOR 0.625 0.750 0.250 0.000 0.563
APP/DEPART 5 / 3 3 / 4 1 / 1 0 / 1 0
Mitchell Rd

NORTH SIDE
Service Rd WEST SIDE EAST SIDE Service Rd

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Service Rd Service Rd

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 4
THURSDAY EAST & WEST: Service Rd CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2 1 1 2 1 2 1 1 1 1 1
7:00 AM 0 9 0 0 7 3 2 0 3 2 1 0 27 0 0 0 0 0
7:15 AM 2 5 0 1 17 2 4 2 5 2 2 0 42 0 0 0 0 0
7:30 AM 2 3 0 0 9 3 7 1 4 3 1 0 33 0 0 0 0 0
7:45 AM 0 4 0 1 9 2 12 0 0 2 0 3 33 0 0 0 0 0
8:00 AM 1 7 0 0 14 4 5 1 0 1 0 0 33 0 0 0 0 0
8:15 AM 3 7 0 0 9 5 7 0 3 1 3 0 38 0 0 0 0 0
8:30 AM 0 15 1 0 4 8 4 1 1 1 1 0 36 0 0 0 0 0
8:45 AM 2 8 0 0 3 6 5 3 1 1 0 0 29 0 0 0 0 0
VOLUMES 10 58 1 2 72 33 46 8 17 13 8 3 271 0 0 0 0 0
APPROACH % 14% 84% 1% 2% 67% 31% 65% 11% 24% 54% 33% 13% APP/DEPART 69 / 107 107 / 102 71 / 11 24 / 51 0

BEGIN PEAK HR
VOLUMES 6 21 0 1 41 14 31 2 7 7 4 3 137 0 0 0 0
APPROACH % 22% 78% 0% 2% 73% 25% 78% 5% 18% 50% 29% 21% PEAK HR FACTOR 0.675 0.778 0.833 0.700 0.901
APP/DEPART 27 / 55 56 / 55 40 / 3 14 / 24 0
4:00 PM 1 4 3 0 5 1 0 0 2 0 1 0 17 0 0 0 0 0
4:15 PM 0 2 2 0 7 2 1 0 3 1 2 0 20 0 0 0 0 0
4:30 PM 2 2 0 0 8 1 1 1 1 1 0 0 17 0 0 0 0 0
4:45 PM 2 4 0 0 5 2 3 0 0 2 0 0 18 0 0 0 0 0
5:00 PM 1 5 0 0 4 0 3 0 0 0 0 0 13 0 0 0 0 0
5:15 PM 4 5 0 0 6 2 1 0 0 0 0 0 18 0 0 0 0 0
5:30 PM 1 5 1 0 3 0 1 0 2 0 0 0 13 0 0 0 0 0
5:45 PM 2 2 0 0 4 0 0 0 1 0 1 0 10 0 0 0 0 0
VOLUMES 13 29 6 0 42 8 10 1 9 4 4 0 126 0 0 0 0 0
APPROACH % 27% 60% 13% 0% 84% 16% 50% 5% 45% 50% 50% 0% APP/DEPART 48 / 39 50 / 55 20 / 7 8 / 25 0

BEGIN PEAK HR
VOLUMES 8 19 1 0 18 4 8 0 2 2 0 0 62 0 0 0 0
APPROACH % 29% 68% 4% 0% 82% 18% 80% 0% 20% 100% 0% 0%
PEAK HR FACTOR 0.778 0.688 0.833 0.250 0.861
APP/DEPART 28 / 27 22 / 22 10 / 1 2 / 12 0
Mitchell Rd

NORTH SIDE
Service Rd WEST SIDE EAST SIDE Service Rd

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Service Rd Service Rd

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 4
THURSDAY EAST & WEST: Service Rd CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2 1 1 2 1 2 1 1 1 1 1
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 100% 0%
APP/DEPART 0 / 0 0 / 1 1 / 0 1 / 1 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.250 0.000 0.250
APP/DEPART 0 / 0 0 / 1 1 / 0 0 / 0 0
4:00 PM 0 0 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 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 0 0
4:45 PM 0 0 0 0 0 0 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 0 0
5:15 PM 0 0 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 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 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Mitchell Rd

NORTH SIDE
Service Rd WEST SIDE EAST SIDE Service Rd

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Service Rd Service Rd

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 4
THURSDAY EAST & WEST: Service Rd CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2 1 1 2 1 2 1 1 1 1 1
7:00 AM 0 1 0 0 1 1 1 0 0 0 0 0 4 0 0 0 0 0
7:15 AM 1 1 0 0 1 4 1 0 0 0 1 0 9 0 0 0 0 0
7:30 AM 0 0 0 0 2 2 0 0 0 0 0 0 4 0 0 0 0 0
7:45 AM 0 0 0 1 0 1 0 0 0 0 0 0 2 0 0 0 0 0
8:00 AM 0 1 0 0 0 4 0 0 0 0 0 0 5 0 0 0 0 0
8:15 AM 0 1 0 0 0 1 2 0 0 0 0 0 4 0 0 0 0 0
8:30 AM 0 2 0 1 2 2 1 0 2 0 2 0 12 0 0 0 0 0
8:45 AM 0 4 0 0 0 1 0 0 0 0 0 0 5 0 0 0 0 0
VOLUMES 1 10 0 2 6 16 5 0 2 0 3 0 45 0 0 0 0 0
APPROACH % 9% 91% 0% 8% 25% 67% 71% 0% 29% 0% 100% 0%
APP/DEPART 11 / 15 24 / 8 7 / 2 3 / 20 0

BEGIN PEAK HR
VOLUMES 0 2 0 1 2 8 2 0 0 0 0 0 15 0 0 0 0
APPROACH % 0% 100% 0% 9% 18% 73% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.500 0.688 0.250 0.000 0.750
APP/DEPART 2 / 4 11 / 2 2 / 1 0 / 8 0
4:00 PM 0 3 0 0 0 2 1 2 0 0 1 1 10 0 0 0 0 0
4:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0
4:30 PM 0 3 0 0 1 2 1 0 0 1 1 0 9 0 0 0 0 0
4:45 PM 0 3 0 1 0 2 0 0 0 0 0 0 6 0 0 0 0 0
5:00 PM 0 1 0 0 0 2 0 0 1 0 1 0 5 0 0 0 0 0
5:15 PM 0 0 0 0 0 1 1 0 0 0 1 0 3 0 0 0 0 0
5:30 PM 0 0 0 0 1 1 0 0 0 0 1 0 3 0 0 0 0 0
5:45 PM 0 0 0 1 0 2 0 0 0 0 0 0 3 0 0 0 0 0
VOLUMES 0 11 0 2 2 12 3 2 1 1 5 1 40 0 0 0 0 0
APPROACH % 0% 100% 0% 13% 13% 75% 50% 33% 17% 14% 71% 14% APP/DEPART 11 / 15 16 / 4 6 / 4 7 / 17 0

BEGIN PEAK HR
VOLUMES 0 4 0 1 1 6 1 0 1 0 3 0 17 0 0 0 0
APPROACH % 0% 100% 0% 13% 13% 75% 50% 0% 50% 0% 100% 0% PEAK HR FACTOR 0.333 0.667 0.500 0.750 0.708
APP/DEPART 4 / 5 8 / 2 2 / 1 3 / 9 0
Mitchell Rd

NORTH SIDE
Service Rd WEST SIDE EAST SIDE Service Rd

SOUTH SIDE
Mitchell Rd
AM
7:30 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Service Rd Service Rd

ATTACHMENT F
ITEM 10
T020624
DATE: LOCATION: PROJECT #: SC5127
Thu, Jan 16, 25 NORTH & SOUTH: LOCATION #: 5
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 0.5 0.5 1 1 1 0 0 0 0
7:00 AM 3 153 7 6 135 12 0 0 8 20 2 14 360 0 1 0 0 1 7:15 AM 13 188 11 8 201 12 4 4 10 31 4 23 509 0 0 0 0 0 7:30 AM 8 188 8 10 201 12 6 0 19 55 4 36 547 0 0 0 0 0 7:45 AM 8 212 11 11 179 20 9 2 15 29 1 40 537 0 0 0 0 0 8:00 AM 4 183 11 10 174 21 9 0 9 37 6 46 510 0 0 0 0 0 8:15 AM 10 176 10 9 160 23 9 5 19 19 8 36 484 0 0 0 0 0 8:30 AM 10 188 11 21 169 15 8 6 9 18 2 35 492 0 0 0 0 0 8:45 AM 8 172 10 14 144 13 7 2 13 18 3 32 436 0 0 0 0 0 VOLUMES 64 1,460 79 89 1,363 128 52 19 102 227 30 262 3,876 0 1 0 0 1 APPROACH % 4% 91% 5% 6% 86% 8% 30% 11% 59% 44% 6% 50%
APP/DEPART 1,603 / 1,775 1,581 / 1,692 173 / 187 519 / 222 0

BEGIN PEAK HR
VOLUMES 33 771 41 39 755 65 28 6 53 152 15 145 2,103 0 0 0 0 APPROACH % 4% 91% 5% 5% 88% 8% 32% 7% 61% 49% 5% 46%
PEAK HR FACTOR 0.915 0.963 0.837 0.821 0.961
APP/DEPART 845 / 944 859 / 960 87 / 86 312 / 113 0 4:00 PM 16 203 30 24 225 13 10 8 18 16 1 18 582 0 1 0 0 1 4:15 PM 18 209 41 22 208 12 3 9 23 22 5 20 592 0 0 0 0 0 4:30 PM 23 213 31 33 214 25 10 4 22 28 4 25 632 0 1 0 0 1 4:45 PM 23 254 51 37 195 25 10 9 21 19 5 23 672 0 1 0 0 1 5:00 PM 16 242 39 19 207 21 5 5 26 32 6 32 650 0 0 0 0 0 5:15 PM 20 228 38 32 178 21 12 8 22 16 4 32 611 0 0 0 0 0 5:30 PM 27 214 28 28 225 34 8 4 33 31 5 24 661 0 0 0 0 0 5:45 PM 20 222 34 34 200 20 15 7 25 16 4 22 619 0 0 0 0 0 VOLUMES 163 1,785 292 229 1,652 171 73 54 190 180 34 196 5,022 0 3 0 0 3 APPROACH % 7% 80% 13% 11% 80% 8% 23% 17% 60% 44% 8% 48% APP/DEPART 2,240 / 2,057 2,055 / 2,022 317 / 575 410 / 368 0

BEGIN PEAK HR
VOLUMES 86 938 156 116 805 101 35 26 102 98 20 111 2,595 0 1 0 0 APPROACH % 7% 79% 13% 11% 79% 10% 21% 16% 63% 43% 9% 48% PEAK HR FACTOR 0.899 0.891 0.906 0.818 0.964
APP/DEPART 1,180 / 1,085 1,023 / 1,005 163 / 298 229 / 207 0 Mitchell Rd

NORTH LEG
Rohde Rd WEST LEG EAST LEG Rohde Rd

SOUTH LEG
Mitchell Rd
AM
7:15 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Ceres
Mitchell Rd
Rohde Rd

U-TURNS
Mitchell Rd Mitchell Rd Rohde Rd Rohde Rd

ATTACHMENT F
ITEM 10
3,636 299 3,015 318 TOTAL 3,832
2,055 171 1,652 229 PM 2,057
1,581 128 1,363 89 AM 1,775
519
410
929
590
368
222
262
196
458
30 34
64 TOTAL
PM
AM
227
180
407
125
73 52
AM
PM
TOTAL
73 54
19 292
190
102
187
575
762
490
317
173
1,692 AM 64 1,460 79 1,603
2,022 PM 163 1,785 292 2,240
3,714 TOTAL 227 3,245 371 3,843
1,882 166 1,560 155 TOTAL 2,029
1,023 101 805 116 PM 1,085
859 65 755 39 AM 944
312
229
541
320
207
113
145
111
256
15 20
35 TOTAL
PM
AM AM 7:15 AM
8:45 AM
152
98 250
63 35
28 #N/A
AM
PM
TOTAL
32 26
6 PM 4:45 PM
3:45 PM
155
102
53 86
298
384
250
163
87 960 AM 33 771 41 845
1,005 PM 86 938 156 1,180
1,965 Total 119 1,709 197 2,025
Mitchell Rd
AimTD LLC

TURNING MOVEMENT COUNTS
Mitchell Rd
Rohde Rd
Rohde Rd

ALL HOURS
Mitchell Rd
Mitchell Rd
Rohde Rd
Rohde Rd

PEAK HOUR
Ceres
SC5127

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 5
THURSDAY EAST & WEST: Rohde Rd CONTROL: SIGNAL
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 0.5 0.5 1 1 1
7:00 AM 3 177 7 6 167 13 0 0 9 23 2 15 420 0 7:15 AM 14 211 13 9 251 12 4 4 11 32 4 26 589 0 7:30 AM 8 197 8 10 240 12 6 0 23 55 4 40 602 0 7:45 AM 8 228 12 13 211 21 9 2 15 32 1 42 593 0 8:00 AM 5 211 13 11 208 21 9 0 9 40 7 49 582 0 8:15 AM 10 201 10 9 184 25 9 5 19 19 8 39 537 0 8:30 AM 13 228 12 23 191 18 10 6 10 21 2 37 569 0 8:45 AM 8 197 10 15 156 15 9 2 17 20 3 36 488 0 VOLUMES 68 1,649 85 96 1,607 136 56 19 111 242 31 282 4,379 0 0 0 0 0 APPROACH % 4% 92% 5% 5% 87% 7% 30% 10% 60% 44% 6% 51%
APP/DEPART 1,801 / 1,986 1,838 / 1,960 186 / 200 554 / 234 0

BEGIN PEAK HR
VOLUMES 34 847 46 43 910 66 28 6 57 159 16 156 2,366 APPROACH % 4% 91% 5% 4% 89% 6% 31% 7% 63% 48% 5% 47%
PEAK HR FACTOR 0.934 0.937 0.798 0.839 0.983
APP/DEPART 927 / 1,031 1,018 / 1,126 91 / 95 331 / 115 0 4:00 PM 16 227 31 24 245 14 10 8 18 18 1 19 629 0 4:15 PM 18 226 42 24 226 12 3 10 25 22 5 21 631 0 4:30 PM 23 227 33 34 249 26 11 4 23 30 4 26 687 0 4:45 PM 24 278 53 37 217 26 10 9 21 19 5 24 723 0 5:00 PM 16 261 43 19 218 21 5 5 27 32 7 32 685 0 5:15 PM 20 249 41 33 194 22 12 8 22 19 4 34 656 0 5:30 PM 27 226 29 30 237 35 9 4 34 31 5 27 692 0 5:45 PM 21 232 40 35 212 20 16 8 25 16 4 23 649 0 VOLUMES 164 1,924 311 235 1,796 174 75 55 193 186 35 204 5,351 0 0 0 0 0 APPROACH % 7% 80% 13% 11% 81% 8% 23% 17% 60% 44% 8% 48% APP/DEPART 2,399 / 2,203 2,205 / 2,175 323 / 601 424 / 373 0

BEGIN PEAK HR
VOLUMES 87 1,013 166 119 866 103 36 26 103 101 21 116 2,756 APPROACH % 7% 80% 13% 11% 80% 9% 22% 16% 62% 42% 9% 49% PEAK HR FACTOR 0.892 0.902 0.887 0.836 0.953
APP/DEPART 1,266 / 1,165 1,088 / 1,070 165 / 311 238 / 211 0 Mitchell Rd

NORTH SIDE
Rohde Rd WEST SIDE EAST SIDE Rohde Rd

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd Rohde Rd Rohde Rd
AM
7:15 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 5
THURSDAY EAST & WEST: Rohde Rd CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 0.5 0.5 1 1 1
7:00 AM 3 133 7 6 114 11 0 0 6 18 2 13 313 0 1 0 0 1
7:15 AM 12 165 10 7 169 12 4 4 9 29 4 20 445 0 0 0 0 0
7:30 AM 8 179 8 10 174 12 6 0 15 55 4 33 504 0 0 0 0 0
7:45 AM 8 198 10 10 152 19 9 2 15 26 1 36 486 0 0 0 0 0 8:00 AM 3 158 10 9 152 21 9 0 9 35 5 43 454 0 0 0 0 0
8:15 AM 10 155 10 9 145 22 9 5 19 19 8 34 445 0 0 0 0 0 8:30 AM 8 159 10 18 147 13 7 6 8 16 2 33 427 0 0 0 0 0
8:45 AM 8 153 10 12 133 12 6 2 9 14 3 30 392 0 0 0 0 0
VOLUMES 60 1,300 75 81 1,186 122 50 19 90 212 29 242 3,467 0 1 0 0 1 APPROACH % 4% 91% 5% 6% 85% 9% 31% 12% 57% 44% 6% 50%
APP/DEPART 1,435 / 1,593 1,390 / 1,488 159 / 175 483 / 211 0

BEGIN PEAK HR
VOLUMES 31 700 38 36 647 64 28 6 48 145 14 132 1,889 0 0 0 0 APPROACH % 4% 91% 5% 5% 87% 9% 34% 7% 59% 50% 5% 45%
PEAK HR FACTOR 0.890 0.953 0.788 0.791 0.937
APP/DEPART 769 / 860 747 / 840 82 / 80 291 / 109 0
4:00 PM 16 186 29 24 209 12 10 8 18 13 1 17 543 0 1 0 0 1 4:15 PM 18 194 40 21 195 12 3 8 20 22 5 19 557 0 0 0 0 0 4:30 PM 23 198 30 32 187 24 9 4 21 26 4 23 581 0 1 0 0 1 4:45 PM 22 232 50 37 179 23 10 9 21 19 5 21 628 0 1 0 0 1 5:00 PM 16 225 35 19 198 21 5 5 25 32 5 32 618 0 0 0 0 0 5:15 PM 20 211 36 31 166 20 12 8 22 14 4 30 574 0 0 0 0 0 5:30 PM 27 206 26 27 215 33 6 4 32 31 5 22 634 0 0 0 0 0 5:45 PM 19 215 31 33 189 20 14 6 25 16 4 21 593 0 0 0 0 0 VOLUMES 161 1,667 277 224 1,538 165 69 52 184 173 33 185 4,731 0 3 0 0 3 APPROACH % 8% 79% 13% 12% 80% 9% 23% 17% 60% 44% 8% 47% APP/DEPART 2,105 / 1,924 1,930 / 1,895 305 / 553 391 / 359 0

BEGIN PEAK HR
VOLUMES 85 874 147 114 758 97 33 26 100 96 19 105 2,455 0 1 0 0 APPROACH % 8% 79% 13% 12% 78% 10% 21% 16% 63% 44% 9% 48% PEAK HR FACTOR 0.910 0.882 0.946 0.797 0.968
APP/DEPART 1,106 / 1,013 970 / 954 159 / 287 220 / 201 0 Mitchell Rd

NORTH SIDE
Rohde Rd WEST SIDE EAST SIDE Rohde Rd

SOUTH SIDE
Mitchell Rd
AM
7:15 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Rohde Rd Rohde Rd

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 5
THURSDAY EAST & WEST: Rohde Rd CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 0.5 0.5 1 1 1
7:00 AM 0 9 0 0 5 1 0 0 2 0 0 1 18 0 0 0 0 0
7:15 AM 1 14 0 1 8 0 0 0 1 2 0 1 28 0 0 0 0 0
7:30 AM 0 6 0 0 8 0 0 0 3 0 0 1 18 0 0 0 0 0
7:45 AM 0 6 0 0 13 1 0 0 0 2 0 4 26 0 0 0 0 0
8:00 AM 1 12 0 0 6 0 0 0 0 0 1 2 22 0 0 0 0 0
8:15 AM 0 9 0 0 4 0 0 0 0 0 0 1 14 0 0 0 0 0
8:30 AM 1 11 0 2 12 1 0 0 1 0 0 1 29 0 0 0 0 0
8:45 AM 0 4 0 2 6 0 0 0 3 4 0 0 19 0 0 0 0 0
VOLUMES 3 71 0 5 62 3 0 0 10 8 1 11 174 0 0 0 0 0
APPROACH % 4% 96% 0% 7% 89% 4% 0% 0% 100% 40% 5% 55%
APP/DEPART 74 / 82 70 / 80 10 / 5 20 / 7 0

BEGIN PEAK HR
VOLUMES 2 38 0 1 35 1 0 0 4 4 1 8 94 0 0 0 0
APPROACH % 5% 95% 0% 3% 95% 3% 0% 0% 100% 31% 8% 62%
PEAK HR FACTOR 0.667 0.661 0.333 0.542 0.839
APP/DEPART 40 / 46 37 / 43 4 / 1 13 / 4 0
4:00 PM 0 4 1 0 7 1 0 0 0 3 0 1 17 0 0 0 0 0
4:15 PM 0 5 1 0 5 0 0 1 3 0 0 1 16 0 0 0 0 0
4:30 PM 0 9 0 1 11 1 1 0 1 1 0 2 27 0 0 0 0 0
4:45 PM 1 10 0 0 6 2 0 0 0 0 0 2 21 0 0 0 0 0
5:00 PM 0 9 2 0 4 0 0 0 1 0 0 0 16 0 0 0 0 0
5:15 PM 0 8 0 1 4 1 0 0 0 1 0 1 16 0 0 0 0 0
5:30 PM 0 3 2 0 4 1 2 0 1 0 0 1 14 0 0 0 0 0
5:45 PM 1 2 0 1 5 0 1 1 0 0 0 1 12 0 0 0 0 0
VOLUMES 2 50 6 3 46 6 4 2 6 5 0 9 139 0 0 0 0 0
APPROACH % 3% 86% 10% 5% 84% 11% 33% 17% 50% 36% 0% 64% APP/DEPART 58 / 63 55 / 57 12 / 11 14 / 8 0

BEGIN PEAK HR
VOLUMES 1 30 4 1 18 4 2 0 2 1 0 4 67 0 0 0 0
APPROACH % 3% 86% 11% 4% 78% 17% 50% 0% 50% 20% 0% 80%
PEAK HR FACTOR 0.795 0.719 0.333 0.625 0.798
APP/DEPART 35 / 36 23 / 21 4 / 5 5 / 5 0
Mitchell Rd

NORTH SIDE
Rohde Rd WEST SIDE EAST SIDE Rohde Rd

SOUTH SIDE
Mitchell Rd
AM
7:15 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Rohde Rd Rohde Rd

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 5
THURSDAY EAST & WEST: Rohde Rd CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 0.5 0.5 1 1 1
7:00 AM 0 2 0 0 2 0 0 0 0 1 0 0 5 0 0 0 0 0
7:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 3 0 0 0 0 0
7:30 AM 0 0 0 0 1 0 0 0 0 0 0 1 2 0 0 0 0 0
7:45 AM 0 3 1 0 2 0 0 0 0 0 0 0 6 0 0 0 0 0
8:00 AM 0 2 0 1 1 0 0 0 0 1 0 0 5 0 0 0 0 0
8:15 AM 0 4 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0
8:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0
8:45 AM 0 3 0 0 1 0 0 0 0 0 0 0 4 0 0 0 0 0
VOLUMES 0 16 1 2 8 0 0 0 0 2 0 2 31 0 0 0 0 0
APPROACH % 0% 94% 6% 20% 80% 0% 0% 0% 0% 50% 0% 50%
APP/DEPART 17 / 18 10 / 10 0 / 3 4 / 0 0

BEGIN PEAK HR
VOLUMES 0 6 1 1 5 0 0 0 0 1 0 2 16 0 0 0 0
APPROACH % 0% 86% 14% 17% 83% 0% 0% 0% 0% 33% 0% 67%
PEAK HR FACTOR 0.438 0.750 0.000 0.750 0.667
APP/DEPART 7 / 8 6 / 6 0 / 2 3 / 0 0
4:00 PM 0 1 0 0 2 0 0 0 0 0 0 0 3 0 0 0 0 0
4:15 PM 0 4 0 0 1 0 0 0 0 0 0 0 5 0 0 0 0 0
4:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0
4:45 PM 0 2 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0
5:00 PM 0 1 1 0 0 0 0 0 0 0 1 0 3 0 0 0 0 0
5:15 PM 0 1 1 0 2 0 0 0 0 0 0 1 5 0 0 0 0 0
5:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
5:45 PM 0 1 0 0 3 0 0 0 0 0 0 0 4 0 0 0 0 0
VOLUMES 0 11 2 0 11 0 0 0 0 0 1 1 26 0 0 0 0 0
APPROACH % 0% 85% 15% 0% 100% 0% 0% 0% 0% 0% 50% 50%
APP/DEPART 13 / 12 11 / 11 0 / 2 2 / 1 0

BEGIN PEAK HR
VOLUMES 0 4 2 0 4 0 0 0 0 0 1 1 12 0 0 0 0
APPROACH % 0% 67% 33% 0% 100% 0% 0% 0% 0% 0% 50% 50%
PEAK HR FACTOR 0.750 0.500 0.000 0.500 0.600
APP/DEPART 6 / 5 4 / 4 0 / 2 2 / 1 0
Mitchell Rd

NORTH SIDE
Rohde Rd WEST SIDE EAST SIDE Rohde Rd

SOUTH SIDE
Mitchell Rd
AM
7:15 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Rohde Rd Rohde Rd

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 5
THURSDAY EAST & WEST: Rohde Rd CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 0.5 0.5 1 1 1
7:00 AM 0 8 0 0 13 0 0 0 0 1 0 0 22 0 0 0 0 0
7:15 AM 0 7 1 0 22 0 0 0 0 0 0 0 30 0 0 0 0 0
7:30 AM 0 3 0 0 16 0 0 0 1 0 0 1 21 0 0 0 0 0
7:45 AM 0 5 0 1 11 0 0 0 0 1 0 0 18 0 0 0 0 0
8:00 AM 0 9 1 0 15 0 0 0 0 1 0 1 27 0 0 0 0 0
8:15 AM 0 8 0 0 11 1 0 0 0 0 0 1 21 0 0 0 0 0
8:30 AM 1 16 0 0 6 1 1 0 0 1 0 0 26 0 0 0 0 0
8:45 AM 0 8 0 0 4 1 1 0 1 0 0 2 17 0 0 0 0 0
VOLUMES 1 64 2 1 98 3 2 0 2 4 0 5 182 0 0 0 0 0
APPROACH % 1% 96% 3% 1% 96% 3% 50% 0% 50% 44% 0% 56%
APP/DEPART 67 / 71 102 / 104 4 / 3 9 / 4 0

BEGIN PEAK HR
VOLUMES 0 24 2 1 64 0 0 0 1 2 0 2 96 0 0 0 0
APPROACH % 0% 92% 8% 2% 98% 0% 0% 0% 100% 50% 0% 50%
PEAK HR FACTOR 0.650 0.739 0.250 0.500 0.800
APP/DEPART 26 / 26 65 / 67 1 / 3 4 / 0 0
4:00 PM 0 9 0 0 7 0 0 0 0 0 0 0 16 0 0 0 0 0
4:15 PM 0 4 0 1 7 0 0 0 0 0 0 0 12 0 0 0 0 0
4:30 PM 0 3 1 0 13 0 0 0 0 0 0 0 17 0 0 0 0 0
4:45 PM 0 7 1 0 9 0 0 0 0 0 0 0 17 0 0 0 0 0
5:00 PM 0 6 1 0 4 0 0 0 0 0 0 0 11 0 0 0 0 0
5:15 PM 0 8 1 0 6 0 0 0 0 1 0 0 16 0 0 0 0 0
5:30 PM 0 5 0 1 4 0 0 0 0 0 0 1 11 0 0 0 0 0
5:45 PM 0 4 3 0 3 0 0 0 0 0 0 0 10 0 0 0 0 0
VOLUMES 0 46 7 2 53 0 0 0 0 1 0 1 110 0 0 0 0 0
APPROACH % 0% 87% 13% 4% 96% 0% 0% 0% 0% 50% 0% 50%
APP/DEPART 53 / 47 55 / 54 0 / 9 2 / 0 0

BEGIN PEAK HR
VOLUMES 0 26 3 1 23 0 0 0 0 1 0 1 55 0 0 0 0
APPROACH % 0% 90% 10% 4% 96% 0% 0% 0% 0% 50% 0% 50%
PEAK HR FACTOR 0.806 0.667 0.000 0.500 0.809
APP/DEPART 29 / 27 24 / 24 0 / 4 2 / 0 0
Mitchell Rd

NORTH SIDE
Rohde Rd WEST SIDE EAST SIDE Rohde Rd

SOUTH SIDE
Mitchell Rd
AM
7:15 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Rohde Rd Rohde Rd

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 5
THURSDAY EAST & WEST: Rohde Rd CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 0.5 0.5 1 1 1
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 1 / 1 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.250 0.000 0.000 0.250
APP/DEPART 0 / 0 1 / 1 0 / 0 0 / 0 0
4:00 PM 0 0 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 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 0 0
4:45 PM 0 0 0 0 0 0 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 0 0
5:15 PM 0 0 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 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 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Mitchell Rd

NORTH SIDE
Rohde Rd WEST SIDE EAST SIDE Rohde Rd

SOUTH SIDE
Mitchell Rd
AM
7:15 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Rohde Rd Rohde Rd

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 5
THURSDAY EAST & WEST: Rohde Rd CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 0.5 0.5 1 1 1
7:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0
7:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 3 0 0 0 0 0
7:30 AM 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 1 1 0 4 0 0 0 0 1 0 1 8 0 0 0 0 0
8:45 AM 0 4 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0
VOLUMES 0 9 1 0 8 0 0 0 0 1 0 2 21 0 0 0 0 0
APPROACH % 0% 90% 10% 0% 100% 0% 0% 0% 0% 33% 0% 67%
APP/DEPART 10 / 11 8 / 9 0 / 1 3 / 0 0

BEGIN PEAK HR
VOLUMES 0 3 0 0 3 0 0 0 0 0 0 1 7 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 100%
PEAK HR FACTOR 0.375 0.375 0.000 0.250 0.583
APP/DEPART 3 / 4 3 / 3 0 / 0 1 / 0 0
4:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0
4:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0
4:30 PM 0 2 0 0 2 0 0 0 0 1 0 0 5 0 0 0 0 0
4:45 PM 0 3 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0
5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 11 0 0 4 0 0 0 0 1 0 0 16 0 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 100% 0% 0%
APP/DEPART 11 / 11 4 / 5 0 / 0 1 / 0 0

BEGIN PEAK HR
VOLUMES 0 4 0 0 2 0 0 0 0 0 0 0 6 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.333 0.500 0.000 0.000 0.500
APP/DEPART 4 / 4 2 / 2 0 / 0 0 / 0 0
Mitchell Rd

NORTH SIDE
Rohde Rd WEST SIDE EAST SIDE Rohde Rd

SOUTH SIDE
Mitchell Rd
AM
7:15 AM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd Rohde Rd Rohde Rd

ATTACHMENT F
ITEM 10
T020624
DATE: LOCATION: PROJECT #: SC5127
Thu, Jan 16, 25 NORTH & SOUTH: LOCATION #: 6
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1 X X 1 0 X X X X 0 0 0 0
7:00 AM 0 0 0 114 0 0 29 0 0 0 0 0 143 0 0 0 0 0 7:15 AM 0 0 0 150 0 0 40 0 0 0 0 0 190 0 0 0 0 0 7:30 AM 0 0 0 172 0 0 40 0 0 0 0 0 212 0 0 0 0 0 7:45 AM 0 0 0 146 0 0 57 0 0 0 0 0 203 0 0 0 0 0 8:00 AM 0 0 0 135 0 0 55 0 0 0 0 0 190 0 0 0 0 0 8:15 AM 0 0 0 140 0 0 45 0 0 0 0 0 185 0 0 0 0 0 8:30 AM 0 0 0 141 0 0 34 0 0 0 0 0 175 0 0 0 0 0 8:45 AM 0 0 0 116 0 0 37 0 0 0 0 0 153 0 0 0 0 0 VOLUMES 0 0 0 1,114 0 0 337 0 0 0 0 0 1,451 0 0 0 0 0 APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 337 1,114 / 0 337 / 1,114 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 603 0 0 192 0 0 0 0 0 795 0 0 0 0 APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.876 0.842 0.000 0.938
APP/DEPART 0 / 192 603 / 0 192 / 603 0 / 0 0
4:00 PM 0 0 0 196 0 0 67 0 0 0 0 0 263 0 0 0 0 0 4:15 PM 0 0 0 191 0 0 85 0 0 0 0 0 276 0 0 0 0 0 4:30 PM 0 0 0 194 0 0 84 2 0 0 0 0 280 0 0 0 0 0 4:45 PM 0 0 0 171 0 0 111 2 0 0 0 0 284 0 0 0 0 0 5:00 PM 0 0 0 184 0 0 99 0 0 0 0 0 283 0 0 0 0 0 5:15 PM 0 0 0 154 0 0 79 0 0 0 0 0 233 0 0 0 0 0 5:30 PM 0 0 0 180 0 0 91 1 0 0 0 0 272 0 0 0 0 0 5:45 PM 0 0 0 206 0 0 82 0 0 0 0 0 288 0 0 0 0 0 VOLUMES 0 0 0 1,476 0 0 698 5 0 0 0 0 2,179 0 0 0 0 0 APPROACH % 0% 0% 0% 100% 0% 0% 99% 1% 0% 0% 0% 0%
APP/DEPART 0 / 698 1,476 / 0 703 / 1,481 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 740 0 0 379 4 0 0 0 0 1,123 0 0 0 0 APPROACH % 0% 0% 0% 100% 0% 0% 99% 1% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.954 0.847 0.000 0.989
APP/DEPART 0 / 379 740 / 0 383 / 744 0 / 0 0
Mitchell Rd

NORTH LEG
SR-99 EB Ramps WEST LEG EAST LEG SR-99 EB Ramps

SOUTH LEG
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd SR-99 EB Ramps SR-99 EB Ramps

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Ceres
Mitchell Rd
SR-99 EB Ramps
AM
7:15 AM
PM
4:15 PM

ATTACHMENT F
ITEM 10
2,590 0 0 2,590 TOTAL 1,035
1,476 0 0 1,476 PM 698
1,114 0 0 1,114 AM 337
0 0
0 0
0 0
0 0
0 0
0 0
TOTAL
PM
AM
0 0
0 1,035
698
337
AM
PM
TOTAL
5 5
0 0
0 0
1,114
1,481
2,595
1,040
703
337
0 AM 0 0 0 0
0 PM 0 0 0 0
0 TOTAL 0 0 0 0
1,343 0 0 1,343 TOTAL 571
740 0 0 740 PM 379
603 0 0 603 AM 192
0 0
0 0
0 0
0 0
0 0
0 0
TOTAL
PM
AM AM 7:15 AM
8:45 AM
0 0
0 571
379
192 #N/A
AM
PM
TOTAL
4 4
0 PM 4:15 PM
3:45 PM
0 0
0 603
744
1,347
575
383
192
0 AM 0 0 0 0
0 PM 0 0 0 0
0 Total 0 0 0 0
Mitchell Rd
AimTD LLC

TURNING MOVEMENT COUNTS
Mitchell Rd
SR-99 EB Ramps
SR-99 EB Ramps

ALL HOURS
Mitchell Rd
Mitchell Rd
SR-99 EB Ramps
SR-99 EB RampsPEAK HOUR
Ceres
SC5127

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 6
THURSDAY EAST & WEST: SR-99 EB Ramps CONTROL: SIGNAL
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1 X X 1 0 X X X X
7:00 AM 0 0 0 141 0 0 34 0 0 0 0 0 174 0
7:15 AM 0 0 0 188 0 0 45 0 0 0 0 0 233 0
7:30 AM 0 0 0 211 0 0 41 0 0 0 0 0 252 0
7:45 AM 0 0 0 176 0 0 59 0 0 0 0 0 235 0
8:00 AM 0 0 0 167 0 0 60 0 0 0 0 0 227 0
8:15 AM 0 0 0 160 0 0 49 0 0 0 0 0 209 0
8:30 AM 0 0 0 159 0 0 40 0 0 0 0 0 199 0
8:45 AM 0 0 0 129 0 0 44 0 0 0 0 0 173 0
VOLUMES 0 0 0 1,329 0 0 372 0 0 0 0 0 1,701 0 0 0 0 0 APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 372 1,329 / 0 372 / 1,329 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 742 0 0 205 0 0 0 0 0 947
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.879 0.854 0.000 0.939
APP/DEPART 0 / 205 742 / 0 205 / 742 0 / 0 0
4:00 PM 0 0 0 218 0 0 73 0 0 0 0 0 291 0
4:15 PM 0 0 0 211 0 0 91 0 0 0 0 0 302 0
4:30 PM 0 0 0 224 0 0 86 3 0 0 0 0 313 0
4:45 PM 0 0 0 183 0 0 119 2 0 0 0 0 304 0
5:00 PM 0 0 0 196 0 0 107 0 0 0 0 0 303 0
5:15 PM 0 0 0 169 0 0 86 0 0 0 0 0 255 0
5:30 PM 0 0 0 190 0 0 97 1 0 0 0 0 288 0
5:45 PM 0 0 0 217 0 0 86 0 0 0 0 0 303 0
VOLUMES 0 0 0 1,607 0 0 744 6 0 0 0 0 2,356 0 0 0 0 0 APPROACH % 0% 0% 0% 100% 0% 0% 99% 1% 0% 0% 0% 0%
APP/DEPART 0 / 744 1,607 / 0 750 / 1,613 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 814 0 0 403 5 0 0 0 0 1,221
APPROACH % 0% 0% 0% 100% 0% 0% 99% 1% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.908 0.842 0.000 0.975
APP/DEPART 0 / 403 814 / 0 408 / 819 0 / 0 0
Mitchell Rd

NORTH SIDE
SR-99 EB Ramps WEST SIDE EAST SIDE SR-99 EB Ramps

SOUTH SIDE
Mitchell Rd
AM
7:15 AM
PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Mitchell Rd Mitchell Rd SR-99 EB Ramps SR-99 EB Ramps

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 6
THURSDAY EAST & WEST: SR-99 EB Ramps CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1 X X 1 0 X X X X
7:00 AM 0 0 0 91 0 0 24 0 0 0 0 0 115 0 0 0 0 0
7:15 AM 0 0 0 124 0 0 36 0 0 0 0 0 160 0 0 0 0 0
7:30 AM 0 0 0 140 0 0 38 0 0 0 0 0 178 0 0 0 0 0
7:45 AM 0 0 0 120 0 0 54 0 0 0 0 0 174 0 0 0 0 0
8:00 AM 0 0 0 114 0 0 49 0 0 0 0 0 163 0 0 0 0 0
8:15 AM 0 0 0 128 0 0 40 0 0 0 0 0 168 0 0 0 0 0
8:30 AM 0 0 0 126 0 0 29 0 0 0 0 0 155 0 0 0 0 0
8:45 AM 0 0 0 103 0 0 31 0 0 0 0 0 134 0 0 0 0 0
VOLUMES 0 0 0 946 0 0 301 0 0 0 0 0 1,247 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 301 946 / 0 301 / 946 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 498 0 0 177 0 0 0 0 0 675 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.889 0.819 0.000 0.948
APP/DEPART 0 / 177 498 / 0 177 / 498 0 / 0 0
4:00 PM 0 0 0 176 0 0 62 0 0 0 0 0 238 0 0 0 0 0
4:15 PM 0 0 0 174 0 0 80 0 0 0 0 0 254 0 0 0 0 0
4:30 PM 0 0 0 171 0 0 83 0 0 0 0 0 254 0 0 0 0 0
4:45 PM 0 0 0 160 0 0 102 2 0 0 0 0 264 0 0 0 0 0
5:00 PM 0 0 0 173 0 0 92 0 0 0 0 0 265 0 0 0 0 0
5:15 PM 0 0 0 144 0 0 73 0 0 0 0 0 217 0 0 0 0 0
5:30 PM 0 0 0 171 0 0 85 1 0 0 0 0 257 0 0 0 0 0
5:45 PM 0 0 0 195 0 0 79 0 0 0 0 0 274 0 0 0 0 0
VOLUMES 0 0 0 1,364 0 0 656 3 0 0 0 0 2,023 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 656 1,364 / 0 659 / 1,367 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 678 0 0 357 2 0 0 0 0 1,037 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 99% 1% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.974 0.863 0.000 0.978
APP/DEPART 0 / 357 678 / 0 359 / 680 0 / 0 0
Mitchell Rd

NORTH SIDE
SR-99 EB Ramps WEST SIDE EAST SIDE SR-99 EB Ramps

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd SR-99 EB Ramps SR-99 EB Ramps
AM
7:15 AM
PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 6
THURSDAY EAST & WEST: SR-99 EB Ramps CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1 X X 1 0 X X X X
7:00 AM 0 0 0 11 0 0 3 0 0 0 0 0 14 0 0 0 0 0
7:15 AM 0 0 0 8 0 0 2 0 0 0 0 0 10 0 0 0 0 0
7:30 AM 0 0 0 16 0 0 2 0 0 0 0 0 18 0 0 0 0 0
7:45 AM 0 0 0 13 0 0 2 0 0 0 0 0 15 0 0 0 0 0
8:00 AM 0 0 0 6 0 0 4 0 0 0 0 0 10 0 0 0 0 0
8:15 AM 0 0 0 3 0 0 4 0 0 0 0 0 7 0 0 0 0 0
8:30 AM 0 0 0 7 0 0 2 0 0 0 0 0 9 0 0 0 0 0
8:45 AM 0 0 0 8 0 0 0 0 0 0 0 0 8 0 0 0 0 0
VOLUMES 0 0 0 72 0 0 19 0 0 0 0 0 91 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 19 72 / 0 19 / 72 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 43 0 0 10 0 0 0 0 0 53 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.672 0.625 0.000 0.736
APP/DEPART 0 / 10 43 / 0 10 / 43 0 / 0 0
4:00 PM 0 0 0 11 0 0 2 0 0 0 0 0 13 0 0 0 0 0
4:15 PM 0 0 0 9 0 0 2 0 0 0 0 0 11 0 0 0 0 0
4:30 PM 0 0 0 10 0 0 0 2 0 0 0 0 12 0 0 0 0 0
4:45 PM 0 0 0 6 0 0 6 0 0 0 0 0 12 0 0 0 0 0
5:00 PM 0 0 0 6 0 0 3 0 0 0 0 0 9 0 0 0 0 0
5:15 PM 0 0 0 2 0 0 3 0 0 0 0 0 5 0 0 0 0 0
5:30 PM 0 0 0 5 0 0 4 0 0 0 0 0 9 0 0 0 0 0
5:45 PM 0 0 0 6 0 0 1 0 0 0 0 0 7 0 0 0 0 0
VOLUMES 0 0 0 55 0 0 21 2 0 0 0 0 78 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 91% 9% 0% 0% 0% 0%
APP/DEPART 0 / 21 55 / 0 23 / 57 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 31 0 0 11 2 0 0 0 0 44 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 85% 15% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.775 0.542 0.000 0.917
APP/DEPART 0 / 11 31 / 0 13 / 33 0 / 0 0
Mitchell Rd

NORTH SIDE
SR-99 EB Ramps WEST SIDE EAST SIDE SR-99 EB Ramps

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd SR-99 EB Ramps SR-99 EB Ramps
AM
7:15 AM
PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 6
THURSDAY EAST & WEST: SR-99 EB Ramps CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1 X X 1 0 X X X X
7:00 AM 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0 0
7:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
7:30 AM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
7:45 AM 0 0 0 2 0 0 1 0 0 0 0 0 3 0 0 0 0 0
8:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 1 0 0 3 0 0 0 0 0 4 0 0 0 0 0
VOLUMES 0 0 0 8 0 0 4 0 0 0 0 0 12 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 4 8 / 0 4 / 8 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 5 0 0 1 0 0 0 0 0 6 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.625 0.250 0.000 0.500
APP/DEPART 0 / 1 5 / 0 1 / 5 0 / 0 0
4:00 PM 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0 0
4:15 PM 0 0 0 1 0 0 1 0 0 0 0 0 2 0 0 0 0 0
4:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
4:45 PM 0 0 0 1 0 0 1 0 0 0 0 0 2 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0
5:15 PM 0 0 0 2 0 0 1 0 0 0 0 0 3 0 0 0 0 0
5:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
5:45 PM 0 0 0 2 0 0 1 0 0 0 0 0 3 0 0 0 0 0
VOLUMES 0 0 0 10 0 0 5 0 0 0 0 0 15 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 5 10 / 0 5 / 10 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 3 0 0 3 0 0 0 0 0 6 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.750 0.750 0.000 0.750
APP/DEPART 0 / 3 3 / 0 3 / 3 0 / 0 0
Mitchell Rd

NORTH SIDE
SR-99 EB Ramps WEST SIDE EAST SIDE SR-99 EB Ramps

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd SR-99 EB Ramps SR-99 EB Ramps
AM
7:15 AM
PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 6
THURSDAY EAST & WEST: SR-99 EB Ramps CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1 X X 1 0 X X X X
7:00 AM 0 0 0 9 0 0 1 0 0 0 0 0 10 0 0 0 0 0
7:15 AM 0 0 0 16 0 0 2 0 0 0 0 0 18 0 0 0 0 0
7:30 AM 0 0 0 15 0 0 0 0 0 0 0 0 15 0 0 0 0 0
7:45 AM 0 0 0 10 0 0 0 0 0 0 0 0 10 0 0 0 0 0
8:00 AM 0 0 0 14 0 0 1 0 0 0 0 0 15 0 0 0 0 0
8:15 AM 0 0 0 9 0 0 1 0 0 0 0 0 10 0 0 0 0 0
8:30 AM 0 0 0 6 0 0 2 0 0 0 0 0 8 0 0 0 0 0
8:45 AM 0 0 0 4 0 0 1 0 0 0 0 0 5 0 0 0 0 0
VOLUMES 0 0 0 83 0 0 8 0 0 0 0 0 91 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 8 83 / 0 8 / 83 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 55 0 0 3 0 0 0 0 0 58 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.859 0.375 0.000 0.806
APP/DEPART 0 / 3 55 / 0 3 / 55 0 / 0 0
4:00 PM 0 0 0 7 0 0 2 0 0 0 0 0 9 0 0 0 0 0
4:15 PM 0 0 0 7 0 0 2 0 0 0 0 0 9 0 0 0 0 0
4:30 PM 0 0 0 12 0 0 1 0 0 0 0 0 13 0 0 0 0 0
4:45 PM 0 0 0 4 0 0 2 0 0 0 0 0 6 0 0 0 0 0
5:00 PM 0 0 0 4 0 0 2 0 0 0 0 0 6 0 0 0 0 0
5:15 PM 0 0 0 6 0 0 2 0 0 0 0 0 8 0 0 0 0 0
5:30 PM 0 0 0 3 0 0 2 0 0 0 0 0 5 0 0 0 0 0
5:45 PM 0 0 0 3 0 0 1 0 0 0 0 0 4 0 0 0 0 0
VOLUMES 0 0 0 46 0 0 14 0 0 0 0 0 60 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 14 46 / 0 14 / 46 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 27 0 0 7 0 0 0 0 0 34 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.563 0.875 0.000 0.654
APP/DEPART 0 / 7 27 / 0 7 / 27 0 / 0 0
Mitchell Rd

NORTH SIDE
SR-99 EB Ramps WEST SIDE EAST SIDE SR-99 EB Ramps

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd SR-99 EB Ramps SR-99 EB Ramps
AM
7:15 AM
PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 6
THURSDAY EAST & WEST: SR-99 EB Ramps CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1 X X 1 0 X X X X
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 1 / 0 0 / 1 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.250 0.000 0.000 0.250
APP/DEPART 0 / 0 1 / 0 0 / 1 0 / 0 0
4:00 PM 0 0 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 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 0 0
4:45 PM 0 0 0 0 0 0 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 0 0
5:15 PM 0 0 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 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 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Mitchell Rd

NORTH SIDE
SR-99 EB Ramps WEST SIDE EAST SIDE SR-99 EB Ramps

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd SR-99 EB Ramps SR-99 EB Ramps
AM
7:15 AM
PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10
DATE: LOCATION: Ceres PROJECT #: SC5127
1/16/25 NORTH & SOUTH: Mitchell Rd LOCATION #: 6
THURSDAY EAST & WEST: SR-99 EB Ramps CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1 X X 1 0 X X X X
7:00 AM 0 0 0 1 0 0 1 0 0 0 0 0 2 0 0 0 0 0
7:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 2 0 0 1 0 0 0 0 0 3 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0
VOLUMES 0 0 0 4 0 0 5 0 0 0 0 0 9 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 5 4 / 0 5 / 4 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 1 0 0 1 0 0 0 0 0 2 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.250 0.250 0.000 0.500
APP/DEPART 0 / 1 1 / 0 1 / 1 0 / 0 0
4:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0
4:15 PM 0 0 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 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 1 0 0 1 0 0 0 0 0 2 0 0 0 0 0
5:15 PM 0 0 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 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 0 0
VOLUMES 0 0 0 1 0 0 2 0 0 0 0 0 3 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 2 1 / 0 2 / 1 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 1 0 0 1 0 0 0 0 0 2 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.250 0.250 0.000 0.250
APP/DEPART 0 / 1 1 / 0 1 / 1 0 / 0 0
Mitchell Rd

NORTH SIDE
SR-99 EB RampsWEST SIDE EAST SIDE SR-99 EB Ramps

SOUTH SIDE
Mitchell Rd

U-TURNS
Mitchell Rd Mitchell Rd SR-99 EB Ramps SR-99 EB Ramps
AM
7:15 AM
PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

ATTACHMENT F
ITEM 10
APPENDIX B ‐
EXISTING CONDITIONS PEAK HOUR INTERSECTION ANALYSIS WORKSHEETS

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 1: Mitchell Road & E Whitmore Avenue 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 225 565 65 172 683 67 101 833 81 150 797 232 Future Volume (veh/h) 225 565 65 172 683 67 101 833 81 150 797 232 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 245 614 71 187 742 73 110 905 88 163 866 252 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 263 960 111 219 897 88 140 1063 474 175 1132 505 Arrive On Green 0.15 0.29 0.29 0.12 0.27 0.27 0.08 0.29 0.29 0.10 0.31 0.31 Sat Flow, veh/h 1810 3261 376 1810 3320 326 1810 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 245 339 346 187 403 412 110 905 88 163 866 252 Grp Sat Flow(s),veh/h/ln 1810 1805 1832 1810 1805 1841 1810 1805 1610 1810 1805 1610 Q Serve(g_s), s 11.1 13.5 13.6 8.4 17.4 17.4 4.9 19.5 3.4 7.4 17.9 10.5 Cycle Q Clear(g_c), s 11.1 13.5 13.6 8.4 17.4 17.4 4.9 19.5 3.4 7.4 17.9 10.5 Prop In Lane 1.00 0.21 1.00 0.18 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 263 531 539 219 488 498 140 1063 474 175 1132 505 V/C Ratio(X) 0.93 0.64 0.64 0.85 0.83 0.83 0.78 0.85 0.19 0.93 0.76 0.50 Avail Cap(c_a), veh/h 263 633 643 219 589 601 175 1179 526 175 1179 526 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 25.3 25.4 35.6 28.4 28.4 37.5 27.5 21.8 37.1 25.6 23.1 Incr Delay (d2), s/veh 37.9 1.6 1.6 26.5 8.1 8.0 16.7 5.7 0.2 48.4 2.9 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 5.7 5.8 5.2 8.2 8.3 2.7 8.6 1.2 5.5 7.5 3.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.8 27.0 27.0 62.2 36.4 36.3 54.1 33.2 22.0 85.5 28.6 23.9 LnGrp LOS E C C E D D D C C F C C
Approach Vol, veh/h 930 1002 1103 1281
Approach Delay, s/veh 39.0 41.2 34.4 34.9
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 28.3 14.0 28.3 10.4 29.9 16.0 26.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 27.0 10.0 29.0 8.0 27.0 12.0 27.0 Max Q Clear Time (g_c+I1), s 9.4 21.5 10.4 15.6 6.9 19.9 13.1 19.4 Green Ext Time (p_c), s 0.0 2.8 0.0 3.4 0.0 3.6 0.0 3.0 Intersection Summary
HCM 6th Ctrl Delay 37.1
HCM 6th LOS D

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 2: Mitchell Road & Roeding Road 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 106 58 62 115 100 14 949 33 45 795 66 Future Volume (veh/h) 71 106 58 62 115 100 14 949 33 45 795 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 77 115 63 67 125 109 15 1032 36 49 864 72 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 118 225 123 109 178 155 34 1348 47 89 1381 115 Arrive On Green 0.07 0.19 0.19 0.06 0.19 0.19 0.02 0.38 0.38 0.05 0.41 0.41 Sat Flow, veh/h 1810 1154 632 1810 936 817 1810 3559 124 1810 3373 281 Grp Volume(v), veh/h 77 0 178 67 0 234 15 523 545 49 462 474 Grp Sat Flow(s),veh/h/ln 1810 0 1786 1810 0 1753 1810 1805 1878 1810 1805 1849 Q Serve(g_s), s 2.1 0.0 4.5 1.8 0.0 6.3 0.4 12.8 12.8 1.3 10.3 10.3 Cycle Q Clear(g_c), s 2.1 0.0 4.5 1.8 0.0 6.3 0.4 12.8 12.8 1.3 10.3 10.3 Prop In Lane 1.00 0.35 1.00 0.47 1.00 0.07 1.00 0.15
Lane Grp Cap(c), veh/h 118 0 348 109 0 332 34 684 711 89 739 757 V/C Ratio(X) 0.65 0.00 0.51 0.61 0.00 0.70 0.44 0.77 0.77 0.55 0.63 0.63 Avail Cap(c_a), veh/h 179 0 814 251 0 868 179 858 893 179 858 879 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.0 0.0 18.2 23.1 0.0 19.1 24.5 13.7 13.7 23.5 11.8 11.8 Incr Delay (d2), s/veh 5.9 0.0 1.2 5.5 0.0 2.7 8.7 3.2 3.1 5.2 1.1 1.1 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 1.0 0.0 1.8 0.9 0.0 2.6 0.2 4.6 4.7 0.6 3.3 3.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.9 0.0 19.3 28.6 0.0 21.9 33.2 17.0 16.8 28.7 13.0 12.9 LnGrp LOS C A B C A C C B B C B B
Approach Vol, veh/h 255 301 1083 985
Approach Delay, s/veh 22.2 23.4 17.1 13.7
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.5 23.1 7.0 13.8 4.9 24.7 7.3 13.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 24.0 7.0 23.0 5.0 24.0 5.0 25.0 Max Q Clear Time (g_c+I1), s 3.3 14.8 3.8 6.5 2.4 12.3 4.1 8.3 Green Ext Time (p_c), s 0.0 4.3 0.0 0.9 0.0 4.4 0.0 1.3 Intersection Summary
HCM 6th Ctrl Delay 17.1
HCM 6th LOS B

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 3: Mitchell Road & Don Pedro Rd 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 34 7 79 9 4 16 65 980 5 10 806 78 Future Volume (veh/h) 34 7 79 9 4 16 65 980 5 10 806 78 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 35 7 82 9 4 17 68 1021 5 10 840 81 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 388 60 261 410 51 218 128 1672 8 24 1319 127 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.07 0.45 0.45 0.01 0.40 0.40 Sat Flow, veh/h 1137 371 1610 1329 316 1342 1810 3684 18 1810 3327 321 Grp Volume(v), veh/h 42 0 82 9 0 21 68 500 526 10 456 465 Grp Sat Flow(s),veh/h/ln 1508 0 1610 1329 0 1658 1810 1805 1897 1810 1805 1842 Q Serve(g_s), s 0.3 0.0 1.5 0.2 0.0 0.3 1.2 6.8 6.8 0.2 6.6 6.6 Cycle Q Clear(g_c), s 0.7 0.0 1.5 0.9 0.0 0.3 1.2 6.8 6.8 0.2 6.6 6.6 Prop In Lane 0.83 1.00 1.00 0.81 1.00 0.01 1.00 0.17
Lane Grp Cap(c), veh/h 448 0 261 410 0 269 128 819 861 24 716 730 V/C Ratio(X) 0.09 0.00 0.31 0.02 0.00 0.08 0.53 0.61 0.61 0.42 0.64 0.64 Avail Cap(c_a), veh/h 1486 0 1393 1344 0 1435 280 1115 1172 280 1115 1138 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.6 0.0 12.0 12.0 0.0 11.5 14.5 6.7 6.7 15.8 7.9 7.9 Incr Delay (d2), s/veh 0.1 0.0 0.7 0.0 0.0 0.1 3.4 0.7 0.7 11.1 0.9 0.9 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 0.2 0.0 0.4 0.0 0.0 0.1 0.5 1.2 1.3 0.1 1.5 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.7 0.0 12.7 12.0 0.0 11.6 17.9 7.4 7.4 26.9 8.8 8.8 LnGrp LOS B A B B A B B A A C A A
Approach Vol, veh/h 124 30 1094 931
Approach Delay, s/veh 12.3 11.8 8.1 9.0
Approach LOS B B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.4 18.7 9.2 6.3 16.8 9.2
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 5.0 20.0 28.0 5.0 20.0 28.0 Max Q Clear Time (g_c+I1), s 2.2 8.8 3.5 3.2 8.6 2.9
Green Ext Time (p_c), s 0.0 4.7 0.4 0.0 4.2 0.1
Intersection Summary
HCM 6th Ctrl Delay 8.8
HCM 6th LOS A

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 4: Mitchell Road & E Service Rd 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 335 232 182 214 351 70 218 654 158 47 580 260 Future Volume (veh/h) 335 232 182 214 351 70 218 654 158 47 580 260 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 349 242 190 223 366 73 227 681 165 49 604 271 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 463 435 369 275 473 401 295 1096 489 84 961 429 Arrive On Green 0.13 0.23 0.23 0.15 0.25 0.25 0.08 0.30 0.30 0.05 0.27 0.27 Sat Flow, veh/h 3510 1900 1610 1810 1900 1610 3510 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 349 242 190 223 366 73 227 681 165 49 604 271 Grp Sat Flow(s),veh/h/ln 1755 1900 1610 1810 1900 1610 1755 1805 1610 1810 1805 1610 Q Serve(g_s), s 5.7 6.7 6.1 7.1 10.7 2.1 3.8 9.6 4.7 1.6 8.8 8.8 Cycle Q Clear(g_c), s 5.7 6.7 6.1 7.1 10.7 2.1 3.8 9.6 4.7 1.6 8.8 8.8 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 463 435 369 275 473 401 295 1096 489 84 961 429 V/C Ratio(X) 0.75 0.56 0.52 0.81 0.77 0.18 0.77 0.62 0.34 0.58 0.63 0.63 Avail Cap(c_a), veh/h 531 990 839 365 1086 920 295 2124 947 183 2185 975 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 24.9 20.3 20.0 24.4 20.8 17.6 26.7 17.8 16.1 27.8 19.2 19.3 Incr Delay (d2), s/veh 5.2 1.1 1.1 9.9 2.7 0.2 11.7 0.6 0.4 6.2 0.7 1.5 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 2.4 2.7 2.1 3.4 4.4 0.7 1.9 3.5 1.5 0.8 3.3 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.1 21.4 21.2 34.3 23.5 17.8 38.3 18.4 16.5 34.0 19.9 20.8 LnGrp LOS C C C C C B D B B C B C
Approach Vol, veh/h 781 662 1073 924
Approach Delay, s/veh 25.2 26.5 22.3 20.9
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.8 22.1 13.0 17.6 9.0 19.8 11.9 18.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 6.0 35.0 12.0 31.0 5.0 36.0 9.0 34.0 Max Q Clear Time (g_c+I1), s 3.6 11.6 9.1 8.7 5.8 10.8 7.7 12.7 Green Ext Time (p_c), s 0.0 5.1 0.2 1.8 0.0 5.0 0.2 2.1 Intersection Summary
HCM 6th Ctrl Delay 23.4
HCM 6th LOS C

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 5: Mitchell Road & Rohde Road 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 28 6 57 159 16 156 34 847 46 43 910 66 Future Volume (veh/h) 28 6 57 159 16 156 34 847 46 43 910 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 29 6 58 162 16 159 35 864 47 44 929 67 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 61 23 221 215 445 377 71 1194 532 85 1221 545 Arrive On Green 0.03 0.15 0.15 0.12 0.23 0.23 0.04 0.33 0.33 0.05 0.34 0.34 Sat Flow, veh/h 1810 153 1480 1810 1900 1610 1810 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 29 0 64 162 16 159 35 864 47 44 929 67 Grp Sat Flow(s),veh/h/ln 1810 0 1634 1810 1900 1610 1810 1805 1610 1810 1805 1610 Q Serve(g_s), s 0.7 0.0 1.6 3.9 0.3 3.8 0.9 9.5 0.9 1.1 10.4 1.3 Cycle Q Clear(g_c), s 0.7 0.0 1.6 3.9 0.3 3.8 0.9 9.5 0.9 1.1 10.4 1.3 Prop In Lane 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 61 0 244 215 445 377 71 1194 532 85 1221 545 V/C Ratio(X) 0.47 0.00 0.26 0.76 0.04 0.42 0.49 0.72 0.09 0.52 0.76 0.12 Avail Cap(c_a), veh/h 200 0 976 561 1514 1283 200 1439 642 200 1439 642 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 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 21.4 0.0 17.0 19.3 13.3 14.7 21.3 13.3 10.4 21.0 13.3 10.3 Incr Delay (d2), s/veh 5.6 0.0 0.6 5.3 0.0 0.7 5.2 1.5 0.1 4.8 2.0 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 0.4 0.0 0.6 1.8 0.1 1.3 0.4 3.1 0.3 0.5 3.5 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.0 0.0 17.6 24.6 13.4 15.4 26.4 14.8 10.5 25.8 15.4 10.4 LnGrp LOS C A B C B B C B B C B B
Approach Vol, veh/h 93 337 946 1040
Approach Delay, s/veh 20.5 19.7 15.0 15.5
Approach LOS C B B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.1 18.9 9.4 10.8 5.8 19.3 5.5 14.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 18.0 14.0 27.0 5.0 18.0 5.0 36.0 Max Q Clear Time (g_c+I1), s 3.1 11.5 5.9 3.6 2.9 12.4 2.7 5.8 Green Ext Time (p_c), s 0.0 3.0 0.2 0.3 0.0 2.9 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 16.1
HCM 6th LOS B

ATTACHMENT F
ITEM 10
HCM Signalized Intersection Capacity Analysis Maverik Gas Station 6: CA-99 SB Ramp & Mitchell Road 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 205 0 0 0 742 0
Future Volume (vph) 205 0 0 0 742 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0
Lane Util. Factor 1.00 1.00
Frt 1.00 1.00
Flt Protected 0.95 1.00
Satd. Flow (prot) 1805 1900
Flt Permitted 0.95 1.00
Satd. Flow (perm) 1805 1900
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 218 0 0 0 789 0
RTOR Reduction (vph) 0 0 0 0 0 0
Lane Group Flow (vph) 218 0 0 0 789 0
Turn Type Prot NA
Protected Phases 4 6
Permitted Phases
Actuated Green, G (s) 10.8 23.5
Effective Green, g (s) 10.8 23.5
Actuated g/C Ratio 0.26 0.56
Clearance Time (s) 4.0 4.0
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 460 1055
v/s Ratio Prot c0.12 c0.42
v/s Ratio Perm
v/c Ratio 0.47 0.75
Uniform Delay, d1 13.3 7.1
Progression Factor 1.00 1.00
Incremental Delay, d2 0.8 2.9
Delay (s) 14.1 10.1
Level of Service B B
Approach Delay (s) 14.1 0.0 10.1
Approach LOS B A B
Intersection Summary
HCM 2000 Control Delay 11.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 42.3 Sum of lost time (s) 8.0 Intersection Capacity Utilization 29.5% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 1: Mitchell Road & E Whitmore Avenue 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 231 568 138 177 399 69 144 865 141 84 911 259 Future Volume (veh/h) 231 568 138 177 399 69 144 865 141 84 911 259 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 238 586 142 182 411 71 148 892 145 87 939 267 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 277 746 180 221 703 120 184 1269 566 112 1127 503 Arrive On Green 0.15 0.26 0.26 0.12 0.23 0.23 0.10 0.35 0.35 0.06 0.31 0.31 Sat Flow, veh/h 1810 2883 697 1810 3082 528 1810 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 238 366 362 182 239 243 148 892 145 87 939 267 Grp Sat Flow(s),veh/h/ln 1810 1805 1775 1810 1805 1805 1810 1805 1610 1810 1805 1610 Q Serve(g_s), s 10.0 14.7 14.8 7.6 9.2 9.3 6.2 16.6 5.0 3.7 18.8 10.7 Cycle Q Clear(g_c), s 10.0 14.7 14.8 7.6 9.2 9.3 6.2 16.6 5.0 3.7 18.8 10.7 Prop In Lane 1.00 0.39 1.00 0.29 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 277 467 459 221 412 411 184 1269 566 112 1127 503 V/C Ratio(X) 0.86 0.78 0.79 0.82 0.58 0.59 0.81 0.70 0.26 0.77 0.83 0.53 Avail Cap(c_a), veh/h 279 649 638 256 626 626 186 1298 579 163 1251 558 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 32.2 26.8 26.9 33.4 26.8 26.8 34.3 21.8 18.0 36.0 24.9 22.1 Incr Delay (d2), s/veh 22.6 4.3 4.5 17.1 1.3 1.3 22.2 1.7 0.2 13.1 4.6 0.9 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 5.9 6.5 6.4 4.3 3.9 4.0 3.7 6.6 1.8 2.0 8.0 3.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.7 31.1 31.3 50.5 28.1 28.2 56.4 23.5 18.2 49.1 29.5 23.0 LnGrp LOS D C C D C C E C B D C C
Approach Vol, veh/h 966 664 1185 1293
Approach Delay, s/veh 37.0 34.2 26.9 29.5
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.8 31.4 13.5 24.2 11.9 28.3 15.9 21.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 28.0 11.0 28.0 8.0 27.0 12.0 27.0 Max Q Clear Time (g_c+I1), s 5.7 18.6 9.6 16.8 8.2 20.8 12.0 11.3 Green Ext Time (p_c), s 0.0 4.3 0.1 3.4 0.0 3.5 0.0 2.5 Intersection Summary
HCM 6th Ctrl Delay 31.3
HCM 6th LOS C

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 2: Mitchell Road & Roeding Road 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 48 63 41 37 48 41 25 1023 29 45 1078 91 Future Volume (veh/h) 48 63 41 37 48 41 25 1023 29 45 1078 91 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 50 66 43 39 50 43 26 1066 30 47 1123 95 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 91 158 103 76 131 113 55 1548 44 88 1515 128 Arrive On Green 0.05 0.15 0.15 0.04 0.14 0.14 0.03 0.43 0.43 0.05 0.45 0.45 Sat Flow, veh/h 1810 1074 700 1810 943 811 1810 3586 101 1810 3369 285 Grp Volume(v), veh/h 50 0 109 39 0 93 26 537 559 47 601 617 Grp Sat Flow(s),veh/h/ln 1810 0 1774 1810 0 1754 1810 1805 1882 1810 1805 1849 Q Serve(g_s), s 1.3 0.0 2.7 1.0 0.0 2.3 0.7 11.6 11.6 1.2 13.3 13.3 Cycle Q Clear(g_c), s 1.3 0.0 2.7 1.0 0.0 2.3 0.7 11.6 11.6 1.2 13.3 13.3 Prop In Lane 1.00 0.39 1.00 0.46 1.00 0.05 1.00 0.15
Lane Grp Cap(c), veh/h 91 0 261 76 0 244 55 779 812 88 812 831 V/C Ratio(X) 0.55 0.00 0.42 0.51 0.00 0.38 0.47 0.69 0.69 0.54 0.74 0.74 Avail Cap(c_a), veh/h 187 0 879 224 0 906 187 1081 1127 187 1081 1107 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.4 0.0 18.8 22.7 0.0 19.0 23.1 11.1 11.1 22.5 11.0 11.0 Incr Delay (d2), s/veh 5.0 0.0 1.1 5.2 0.0 1.0 6.1 1.1 1.1 5.0 1.9 1.9 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 0.6 0.0 1.1 0.5 0.0 0.9 0.3 3.5 3.7 0.6 4.1 4.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.4 0.0 19.8 27.9 0.0 19.9 29.2 12.2 12.2 27.5 12.9 12.9 LnGrp LOS C A B C A B C B B C B B
Approach Vol, veh/h 159 132 1122 1265
Approach Delay, s/veh 22.2 22.3 12.6 13.4
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.3 24.9 6.0 11.1 5.5 25.8 6.4 10.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 29.0 6.0 24.0 5.0 29.0 5.0 25.0 Max Q Clear Time (g_c+I1), s 3.2 13.6 3.0 4.7 2.7 15.3 3.3 4.3 Green Ext Time (p_c), s 0.0 6.0 0.0 0.5 0.0 6.4 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 14.0
HCM 6th LOS B

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 3: Mitchell Road & Don Pedro Rd 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 59 39 63 16 6 10 33 1011 6 72 1030 52 Future Volume (veh/h) 59 39 63 16 6 10 33 1011 6 72 1030 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 61 41 66 17 6 10 34 1053 6 75 1073 54 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 290 153 275 362 109 182 73 1531 9 133 1573 79 Arrive On Green 0.17 0.17 0.17 0.17 0.17 0.17 0.04 0.42 0.42 0.07 0.45 0.45 Sat Flow, veh/h 748 899 1610 1307 640 1067 1810 3680 21 1810 3497 176 Grp Volume(v), veh/h 102 0 66 17 0 16 34 516 543 75 554 573 Grp Sat Flow(s),veh/h/ln 1647 0 1610 1307 0 1708 1810 1805 1896 1810 1805 1868 Q Serve(g_s), s 0.5 0.0 1.3 0.4 0.0 0.3 0.6 8.3 8.3 1.4 8.6 8.6 Cycle Q Clear(g_c), s 1.7 0.0 1.3 2.2 0.0 0.3 0.6 8.3 8.3 1.4 8.6 8.6 Prop In Lane 0.60 1.00 1.00 0.63 1.00 0.01 1.00 0.09
Lane Grp Cap(c), veh/h 444 0 275 362 0 291 73 751 789 133 812 840 V/C Ratio(X) 0.23 0.00 0.24 0.05 0.00 0.05 0.47 0.69 0.69 0.56 0.68 0.68 Avail Cap(c_a), veh/h 1426 0 1276 1175 0 1354 256 1022 1073 256 1022 1058 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.9 0.0 12.7 13.8 0.0 12.3 16.6 8.4 8.4 15.8 7.7 7.7 Incr Delay (d2), s/veh 0.3 0.0 0.4 0.1 0.0 0.1 4.6 1.2 1.1 3.7 1.3 1.3 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 0.6 0.0 0.4 0.1 0.0 0.1 0.3 2.0 2.1 0.6 1.9 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.1 0.0 13.1 13.9 0.0 12.3 21.2 9.6 9.6 19.5 9.0 9.0 LnGrp LOS B A B B A B C A A B A A
Approach Vol, veh/h 168 33 1093 1202
Approach Delay, s/veh 13.1 13.1 9.9 9.7
Approach LOS B B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.6 18.7 10.0 5.4 19.9 10.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 5.0 20.0 28.0 5.0 20.0 28.0 Max Q Clear Time (g_c+I1), s 3.4 10.3 3.7 2.6 10.6 4.2
Green Ext Time (p_c), s 0.0 4.4 0.7 0.0 4.6 0.1
Intersection Summary
HCM 6th Ctrl Delay 10.1
HCM 6th LOS B

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 4: Mitchell Road & E Service Rd 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 390 259 207 145 179 66 264 713 169 99 734 239 Future Volume (veh/h) 390 259 207 145 179 66 264 713 169 99 734 239 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 402 267 213 149 185 68 272 735 174 102 757 246 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 419 379 321 192 353 299 360 1255 560 134 1152 514 Arrive On Green 0.12 0.20 0.20 0.11 0.19 0.19 0.10 0.35 0.35 0.07 0.32 0.32 Sat Flow, veh/h 3510 1900 1610 1810 1900 1610 3510 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 402 267 213 149 185 68 272 735 174 102 757 246 Grp Sat Flow(s),veh/h/ln 1755 1900 1610 1810 1900 1610 1755 1805 1610 1810 1805 1610 Q Serve(g_s), s 6.7 7.7 7.1 4.7 5.1 2.1 4.4 9.8 4.6 3.2 10.6 7.2 Cycle Q Clear(g_c), s 6.7 7.7 7.1 4.7 5.1 2.1 4.4 9.8 4.6 3.2 10.6 7.2 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 419 379 321 192 353 299 360 1255 560 134 1152 514 V/C Ratio(X) 0.96 0.70 0.66 0.78 0.52 0.23 0.76 0.59 0.31 0.76 0.66 0.48 Avail Cap(c_a), veh/h 419 1005 852 309 1103 934 360 1910 852 371 2280 1017 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 25.6 21.8 21.6 25.5 21.5 20.3 25.6 15.7 14.0 26.6 17.2 16.0 Incr Delay (d2), s/veh 33.3 2.4 2.3 6.7 1.2 0.4 8.9 0.4 0.3 8.6 0.6 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 3.2 2.5 2.1 2.1 0.7 2.1 3.4 1.4 1.6 3.8 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.9 24.2 24.0 32.2 22.7 20.7 34.5 16.1 14.3 35.3 17.8 16.7 LnGrp LOS E C C C C C C B B D B B
Approach Vol, veh/h 882 402 1181 1105
Approach Delay, s/veh 40.0 25.9 20.1 19.2
Approach LOS D C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.3 24.4 10.2 15.7 10.0 22.7 11.0 14.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 12.0 31.0 10.0 31.0 6.0 37.0 7.0 34.0 Max Q Clear Time (g_c+I1), s 5.2 11.8 6.7 9.7 6.4 12.6 8.7 7.1 Green Ext Time (p_c), s 0.1 5.2 0.1 2.0 0.0 6.1 0.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 25.4
HCM 6th LOS C

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 5: Mitchell Road & Rohde Road 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 36 26 103 101 21 116 87 1013 166 119 866 103 Future Volume (veh/h) 36 26 103 101 21 116 87 1013 166 119 866 103 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 38 27 108 106 22 122 92 1066 175 125 912 108 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 73 44 174 139 318 270 127 1446 645 161 1513 675 Arrive On Green 0.04 0.13 0.13 0.08 0.17 0.17 0.07 0.40 0.40 0.09 0.42 0.42 Sat Flow, veh/h 1810 332 1329 1810 1900 1610 1810 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 38 0 135 106 22 122 92 1066 175 125 912 108 Grp Sat Flow(s),veh/h/ln 1810 0 1661 1810 1900 1610 1810 1805 1610 1810 1805 1610 Q Serve(g_s), s 1.1 0.0 4.1 3.0 0.5 3.6 2.6 13.3 3.9 3.6 10.4 2.2 Cycle Q Clear(g_c), s 1.1 0.0 4.1 3.0 0.5 3.6 2.6 13.3 3.9 3.6 10.4 2.2 Prop In Lane 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 73 0 218 139 318 270 127 1446 645 161 1513 675 V/C Ratio(X) 0.52 0.00 0.62 0.76 0.07 0.45 0.73 0.74 0.27 0.78 0.60 0.16 Avail Cap(c_a), veh/h 171 0 943 377 1294 1097 205 1844 823 205 1844 823 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 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 24.8 0.0 21.7 23.9 18.5 19.8 24.1 13.5 10.7 23.6 11.9 9.6 Incr Delay (d2), s/veh 5.6 0.0 2.9 8.4 0.1 1.2 7.6 1.2 0.2 13.4 0.4 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 0.5 0.0 1.6 1.5 0.2 1.3 1.3 4.4 1.2 1.9 3.2 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.4 0.0 24.6 32.3 18.6 21.0 31.7 14.6 10.9 36.9 12.3 9.7 LnGrp LOS C A C C B C C B B D B A
Approach Vol, veh/h 173 250 1333 1145
Approach Delay, s/veh 25.9 25.6 15.3 14.8
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.7 25.2 8.1 10.9 7.7 26.1 6.1 12.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 6.0 27.0 11.0 30.0 6.0 27.0 5.0 36.0 Max Q Clear Time (g_c+I1), s 5.6 15.3 5.0 6.1 4.6 12.4 3.1 5.6 Green Ext Time (p_c), s 0.0 5.9 0.1 0.7 0.0 5.6 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 16.6
HCM 6th LOS B

ATTACHMENT F
ITEM 10
HCM Signalized Intersection Capacity Analysis Maverik Gas Station 6: CA-99 SB Ramp & Mitchell Road 01/26/2025
Existing Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 403 5 0 0 814 0
Future Volume (vph) 403 5 0 0 814 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0
Lane Util. Factor 1.00 1.00
Frt 1.00 1.00
Flt Protected 0.95 1.00
Satd. Flow (prot) 1808 1900
Flt Permitted 0.95 1.00
Satd. Flow (perm) 1808 1900
Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98
Adj. Flow (vph) 411 5 0 0 831 0
RTOR Reduction (vph) 1 0 0 0 0 0
Lane Group Flow (vph) 415 0 0 0 831 0
Turn Type Prot NA
Protected Phases 4 6
Permitted Phases
Actuated Green, G (s) 15.6 27.1
Effective Green, g (s) 15.6 27.1
Actuated g/C Ratio 0.31 0.53
Clearance Time (s) 4.0 4.0
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 556 1015
v/s Ratio Prot c0.23 c0.44
v/s Ratio Perm
v/c Ratio 0.75 0.82
Uniform Delay, d1 15.8 9.8
Progression Factor 1.00 1.00
Incremental Delay, d2 5.4 5.2
Delay (s) 21.2 15.0
Level of Service C B
Approach Delay (s) 21.2 0.0 15.0
Approach LOS C A B
Intersection Summary
HCM 2000 Control Delay 17.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 50.7 Sum of lost time (s) 8.0 Intersection Capacity Utilization 40.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT F
ITEM 10

APPENDIX C ‐
PROJECT COMPLETION YEAR 2027 CONDITIONS PEAK HOUR INTERSECTION ANALYSIS

WORKSHEETS

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 1: Mitchell Road & E Whitmore Avenue 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 234 588 71 182 711 70 108 882 87 156 845 241 Future Volume (veh/h) 234 588 71 182 711 70 108 882 87 156 845 241 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 254 639 77 198 773 76 117 959 95 170 918 262 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 256 932 112 234 914 90 148 1085 484 170 1131 504 Arrive On Green 0.14 0.29 0.29 0.13 0.28 0.28 0.08 0.30 0.30 0.09 0.31 0.31 Sat Flow, veh/h 1810 3244 390 1810 3320 326 1810 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 254 355 361 198 420 429 117 959 95 170 918 262 Grp Sat Flow(s),veh/h/ln 1810 1805 1830 1810 1805 1841 1810 1805 1610 1810 1805 1610 Q Serve(g_s), s 11.9 14.8 14.9 9.1 18.7 18.7 5.4 21.5 3.7 8.0 19.9 11.3 Cycle Q Clear(g_c), s 11.9 14.8 14.9 9.1 18.7 18.7 5.4 21.5 3.7 8.0 19.9 11.3 Prop In Lane 1.00 0.21 1.00 0.18 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 256 519 526 234 497 507 148 1085 484 170 1131 504 V/C Ratio(X) 0.99 0.68 0.69 0.85 0.85 0.85 0.79 0.88 0.20 1.00 0.81 0.52 Avail Cap(c_a), veh/h 256 595 603 234 574 585 170 1148 512 170 1148 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 36.4 26.8 26.9 36.1 29.1 29.1 38.3 28.3 22.1 38.5 26.9 23.9 Incr Delay (d2), s/veh 54.3 2.7 2.7 23.8 10.0 9.9 19.5 8.1 0.2 68.1 4.5 0.9 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 8.9 6.4 6.6 5.4 9.0 9.2 3.1 9.8 1.4 6.6 8.6 4.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 90.8 29.6 29.6 60.0 39.1 38.9 57.7 36.4 22.3 106.5 31.3 24.8 LnGrp LOS F C C E D D E D C F C C
Approach Vol, veh/h 970 1047 1171 1350
Approach Delay, s/veh 45.6 43.0 37.4 39.5
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 29.5 15.0 28.4 10.9 30.6 16.0 27.4 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 27.0 11.0 28.0 8.0 27.0 12.0 27.0 Max Q Clear Time (g_c+I1), s 10.0 23.5 11.1 16.9 7.4 21.9 13.9 20.7 Green Ext Time (p_c), s 0.0 2.1 0.0 3.3 0.0 2.9 0.0 2.7 Intersection Summary
HCM 6th Ctrl Delay 41.1
HCM 6th LOS D

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 2: Mitchell Road & Roeding Road 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 74 110 66 66 120 104 21 1008 35 47 849 69 Future Volume (veh/h) 74 110 66 66 120 104 21 1008 35 47 849 69 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 80 118 71 71 129 112 23 1084 38 51 913 74 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 119 218 131 111 180 156 49 1373 48 91 1382 112 Arrive On Green 0.07 0.20 0.20 0.06 0.19 0.19 0.03 0.39 0.39 0.05 0.41 0.41 Sat Flow, veh/h 1810 1111 669 1810 939 815 1810 3558 125 1810 3382 274 Grp Volume(v), veh/h 80 0 189 71 0 241 23 550 572 51 487 500 Grp Sat Flow(s),veh/h/ln 1810 0 1780 1810 0 1753 1810 1805 1878 1810 1805 1851 Q Serve(g_s), s 2.3 0.0 5.0 2.0 0.0 6.7 0.7 14.1 14.1 1.4 11.4 11.4 Cycle Q Clear(g_c), s 2.3 0.0 5.0 2.0 0.0 6.7 0.7 14.1 14.1 1.4 11.4 11.4 Prop In Lane 1.00 0.38 1.00 0.46 1.00 0.07 1.00 0.15
Lane Grp Cap(c), veh/h 119 0 349 111 0 337 49 696 724 91 738 756 V/C Ratio(X) 0.67 0.00 0.54 0.64 0.00 0.72 0.47 0.79 0.79 0.56 0.66 0.66 Avail Cap(c_a), veh/h 173 0 784 243 0 839 173 829 863 173 829 850 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.8 0.0 18.9 23.9 0.0 19.8 25.0 14.2 14.2 24.3 12.5 12.5 Incr Delay (d2), s/veh 6.4 0.0 1.3 5.9 0.0 2.8 6.8 4.4 4.2 5.4 1.7 1.6 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 1.1 0.0 2.0 1.0 0.0 2.8 0.3 5.2 5.4 0.7 3.8 3.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.3 0.0 20.2 29.9 0.0 22.6 31.8 18.5 18.4 29.6 14.2 14.1 LnGrp LOS C A C C A C C B B C B B
Approach Vol, veh/h 269 312 1145 1038
Approach Delay, s/veh 23.2 24.3 18.7 14.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.6 24.2 7.2 14.2 5.4 25.4 7.4 14.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 24.0 7.0 23.0 5.0 24.0 5.0 25.0 Max Q Clear Time (g_c+I1), s 3.4 16.1 4.0 7.0 2.7 13.4 4.3 8.7 Green Ext Time (p_c), s 0.0 4.1 0.0 0.9 0.0 4.4 0.0 1.3 Intersection Summary
HCM 6th Ctrl Delay 18.4
HCM 6th LOS B

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 3: Mitchell Road & Don Pedro Rd 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 35 7 85 9 4 17 71 1048 5 10 869 81 Future Volume (veh/h) 35 7 85 9 4 17 71 1048 5 10 869 81 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 36 7 89 9 4 18 74 1092 5 10 905 84 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 382 58 261 399 49 220 134 1730 8 24 1364 127 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.07 0.47 0.47 0.01 0.41 0.41 Sat Flow, veh/h 1147 357 1610 1320 301 1355 1810 3685 17 1810 3339 310 Grp Volume(v), veh/h 43 0 89 9 0 22 74 535 562 10 489 500 Grp Sat Flow(s),veh/h/ln 1503 0 1610 1320 0 1656 1810 1805 1897 1810 1805 1844 Q Serve(g_s), s 0.3 0.0 1.7 0.2 0.0 0.4 1.3 7.6 7.6 0.2 7.4 7.4 Cycle Q Clear(g_c), s 0.7 0.0 1.7 0.9 0.0 0.4 1.3 7.6 7.6 0.2 7.4 7.4 Prop In Lane 0.84 1.00 1.00 0.82 1.00 0.01 1.00 0.17
Lane Grp Cap(c), veh/h 440 0 261 399 0 269 134 847 890 24 737 753 V/C Ratio(X) 0.10 0.00 0.34 0.02 0.00 0.08 0.55 0.63 0.63 0.42 0.66 0.66 Avail Cap(c_a), veh/h 1421 0 1334 1278 0 1372 268 1068 1123 268 1068 1092 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.1 0.0 12.6 12.6 0.0 12.0 15.1 6.8 6.8 16.5 8.1 8.1 Incr Delay (d2), s/veh 0.1 0.0 0.8 0.0 0.0 0.1 3.5 0.8 0.7 11.1 1.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.5 0.0 0.0 0.1 0.5 1.4 1.5 0.1 1.7 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.2 0.0 13.3 12.6 0.0 12.1 18.6 7.5 7.5 27.7 9.1 9.1 LnGrp LOS B A B B A B B A A C A A
Approach Vol, veh/h 132 31 1171 999
Approach Delay, s/veh 13.0 12.3 8.2 9.3
Approach LOS B B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.4 19.9 9.5 6.5 17.8 9.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 5.0 20.0 28.0 5.0 20.0 28.0 Max Q Clear Time (g_c+I1), s 2.2 9.6 3.7 3.3 9.4 2.9
Green Ext Time (p_c), s 0.0 4.8 0.5 0.0 4.4 0.1
Intersection Summary
HCM 6th Ctrl Delay 9.0
HCM 6th LOS A

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 4: Mitchell Road & E Service Rd 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 349 241 192 225 365 73 230 711 166 49 636 271 Future Volume (veh/h) 349 241 192 225 365 73 230 711 166 49 636 271 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 364 251 200 234 380 76 240 741 173 51 662 282 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 450 430 364 282 482 409 281 1136 507 85 1016 453 Arrive On Green 0.13 0.23 0.23 0.16 0.25 0.25 0.08 0.31 0.31 0.05 0.28 0.28 Sat Flow, veh/h 3510 1900 1610 1810 1900 1610 3510 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 364 251 200 234 380 76 240 741 173 51 662 282 Grp Sat Flow(s),veh/h/ln 1755 1900 1610 1810 1900 1610 1755 1805 1610 1810 1805 1610 Q Serve(g_s), s 6.3 7.4 6.9 7.8 11.6 2.3 4.2 11.1 5.2 1.7 10.1 9.5 Cycle Q Clear(g_c), s 6.3 7.4 6.9 7.8 11.6 2.3 4.2 11.1 5.2 1.7 10.1 9.5 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 450 430 364 282 482 409 281 1136 507 85 1016 453 V/C Ratio(X) 0.81 0.58 0.55 0.83 0.79 0.19 0.85 0.65 0.34 0.60 0.65 0.62 Avail Cap(c_a), veh/h 450 943 800 319 1035 877 281 2024 903 203 2139 954 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 26.5 21.5 21.3 25.5 21.7 18.2 28.4 18.4 16.4 29.2 19.7 19.5 Incr Delay (d2), s/veh 10.6 1.3 1.3 15.1 2.9 0.2 21.7 0.6 0.4 6.6 0.7 1.4 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 3.0 3.0 2.4 4.2 4.8 0.8 2.5 4.1 1.7 0.8 3.8 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.1 22.8 22.6 40.6 24.6 18.5 50.0 19.1 16.8 35.8 20.4 20.9 LnGrp LOS D C C D C B D B B D C C
Approach Vol, veh/h 815 690 1154 995
Approach Delay, s/veh 29.1 29.4 25.2 21.4
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.9 23.6 13.7 18.1 9.0 21.6 12.0 19.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 35.0 11.0 31.0 5.0 37.0 8.0 34.0 Max Q Clear Time (g_c+I1), s 3.7 13.1 9.8 9.4 6.2 12.1 8.3 13.6 Green Ext Time (p_c), s 0.0 5.5 0.1 1.9 0.0 5.5 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 25.8
HCM 6th LOS C

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 5: Mitchell Road & Rohde Road 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 29 6 59 171 17 198 35 881 54 83 947 69 Future Volume (veh/h) 29 6 59 171 17 198 35 881 54 83 947 69 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 30 6 61 178 18 206 36 918 56 86 986 72 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 62 21 213 234 453 384 72 1173 523 128 1286 573 Arrive On Green 0.03 0.14 0.14 0.13 0.24 0.24 0.04 0.32 0.32 0.07 0.36 0.36 Sat Flow, veh/h 1810 146 1486 1810 1900 1610 1810 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 30 0 67 178 18 206 36 918 56 86 986 72 Grp Sat Flow(s),veh/h/ln 1810 0 1632 1810 1900 1610 1810 1805 1610 1810 1805 1610 Q Serve(g_s), s 0.8 0.0 1.8 4.6 0.4 5.4 0.9 11.1 1.2 2.2 11.7 1.5 Cycle Q Clear(g_c), s 0.8 0.0 1.8 4.6 0.4 5.4 0.9 11.1 1.2 2.2 11.7 1.5 Prop In Lane 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 62 0 234 234 453 384 72 1173 523 128 1286 573 V/C Ratio(X) 0.48 0.00 0.29 0.76 0.04 0.54 0.50 0.78 0.11 0.67 0.77 0.13 Avail Cap(c_a), veh/h 188 0 880 563 1418 1202 188 1347 601 188 1347 601 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 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 22.9 0.0 18.5 20.3 14.1 16.0 22.7 14.7 11.4 21.9 13.8 10.5 Incr Delay (d2), s/veh 5.7 0.0 0.7 5.0 0.0 1.2 5.3 2.7 0.1 5.9 2.6 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 0.4 0.0 0.6 2.1 0.1 1.8 0.5 3.9 0.4 1.0 4.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.6 0.0 19.1 25.3 14.2 17.2 28.0 17.4 11.5 27.8 16.4 10.6 LnGrp LOS C A B C B B C B B C B B
Approach Vol, veh/h 97 402 1010 1144
Approach Delay, s/veh 22.1 20.7 17.5 16.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.4 19.7 10.2 10.9 5.9 21.2 5.7 15.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 18.0 15.0 26.0 5.0 18.0 5.0 36.0 Max Q Clear Time (g_c+I1), s 4.2 13.1 6.6 3.8 2.9 13.7 2.8 7.4 Green Ext Time (p_c), s 0.0 2.6 0.3 0.3 0.0 2.5 0.0 0.8 Intersection Summary
HCM 6th Ctrl Delay 17.9
HCM 6th LOS B

ATTACHMENT F
ITEM 10
HCM Signalized Intersection Capacity Analysis Maverik Gas Station 6: CA-99 SB Ramp & Mitchell Road 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 213 0 0 0 775 0
Future Volume (vph) 213 0 0 0 775 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0
Lane Util. Factor 1.00 1.00
Frt 1.00 1.00
Flt Protected 0.95 1.00
Satd. Flow (prot) 1805 1900
Flt Permitted 0.95 1.00
Satd. Flow (perm) 1805 1900
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 227 0 0 0 824 0
RTOR Reduction (vph) 0 0 0 0 0 0
Lane Group Flow (vph) 227 0 0 0 824 0
Turn Type Prot NA
Protected Phases 4 6
Permitted Phases
Actuated Green, G (s) 10.8 25.0
Effective Green, g (s) 10.8 25.0
Actuated g/C Ratio 0.25 0.57
Clearance Time (s) 4.0 4.0
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 445 1084
v/s Ratio Prot c0.13 c0.43
v/s Ratio Perm
v/c Ratio 0.51 0.76
Uniform Delay, d1 14.2 7.1
Progression Factor 1.00 1.00
Incremental Delay, d2 1.0 3.2
Delay (s) 15.2 10.3
Level of Service B B
Approach Delay (s) 15.2 0.0 10.3
Approach LOS B A B
Intersection Summary
HCM 2000 Control Delay 11.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 43.8 Sum of lost time (s) 8.0 Intersection Capacity Utilization 30.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 1: Mitchell Road & E Whitmore Avenue 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 240 591 148 188 415 72 154 918 151 87 966 269 Future Volume (veh/h) 240 591 148 188 415 72 154 918 151 87 966 269 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 247 609 153 194 428 74 159 946 156 90 996 277 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 285 757 190 233 727 125 179 1244 555 116 1119 499 Arrive On Green 0.16 0.26 0.26 0.13 0.24 0.24 0.10 0.34 0.34 0.06 0.31 0.31 Sat Flow, veh/h 1810 2859 717 1810 3081 529 1810 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 247 384 378 194 250 252 159 946 156 90 996 277 Grp Sat Flow(s),veh/h/ln 1810 1805 1771 1810 1805 1805 1810 1805 1610 1810 1805 1610 Q Serve(g_s), s 10.8 16.1 16.1 8.5 9.9 10.1 7.0 18.8 5.7 4.0 21.3 11.6 Cycle Q Clear(g_c), s 10.8 16.1 16.1 8.5 9.9 10.1 7.0 18.8 5.7 4.0 21.3 11.6 Prop In Lane 1.00 0.40 1.00 0.29 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 285 478 469 233 426 426 179 1244 555 116 1119 499 V/C Ratio(X) 0.87 0.80 0.81 0.83 0.59 0.59 0.89 0.76 0.28 0.78 0.89 0.55 Avail Cap(c_a), veh/h 291 624 613 268 602 602 179 1244 555 156 1159 517 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 33.3 27.8 27.8 34.4 27.4 27.5 36.0 23.6 19.2 37.3 26.6 23.3 Incr Delay (d2), s/veh 22.8 5.7 6.0 17.7 1.3 1.3 37.9 2.8 0.3 15.5 8.6 1.2 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 6.3 7.3 7.2 4.7 4.2 4.3 4.8 7.8 2.0 2.2 9.7 4.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.0 33.5 33.8 52.1 28.7 28.8 74.0 26.3 19.5 52.8 35.3 24.5 LnGrp LOS E C C D C C E C B D D C
Approach Vol, veh/h 1009 696 1261 1363
Approach Delay, s/veh 39.1 35.3 31.5 34.2
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.2 31.9 14.4 25.4 12.0 29.1 16.8 23.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 27.0 12.0 28.0 8.0 26.0 13.0 27.0 Max Q Clear Time (g_c+I1), s 6.0 20.8 10.5 18.1 9.0 23.3 12.8 12.1 Green Ext Time (p_c), s 0.0 3.3 0.1 3.3 0.0 1.8 0.0 2.5 Intersection Summary
HCM 6th Ctrl Delay 34.7
HCM 6th LOS C

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 2: Mitchell Road & Roeding Road 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 66 50 39 50 43 33 1089 31 47 1147 95 Future Volume (veh/h) 50 66 50 39 50 43 33 1089 31 47 1147 95 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 52 69 52 41 52 45 34 1134 32 49 1195 99 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 93 143 108 78 127 109 68 1611 45 89 1555 129 Arrive On Green 0.05 0.14 0.14 0.04 0.13 0.13 0.04 0.45 0.45 0.05 0.46 0.46 Sat Flow, veh/h 1810 1006 758 1810 940 814 1810 3586 101 1810 3376 279 Grp Volume(v), veh/h 52 0 121 41 0 97 34 571 595 49 638 656 Grp Sat Flow(s),veh/h/ln 1810 0 1764 1810 0 1754 1810 1805 1882 1810 1805 1850 Q Serve(g_s), s 1.4 0.0 3.2 1.1 0.0 2.6 0.9 12.9 12.9 1.3 14.9 15.0 Cycle Q Clear(g_c), s 1.4 0.0 3.2 1.1 0.0 2.6 0.9 12.9 12.9 1.3 14.9 15.0 Prop In Lane 1.00 0.43 1.00 0.46 1.00 0.05 1.00 0.15
Lane Grp Cap(c), veh/h 93 0 251 78 0 236 68 811 845 89 832 852 V/C Ratio(X) 0.56 0.00 0.48 0.52 0.00 0.41 0.50 0.70 0.70 0.55 0.77 0.77 Avail Cap(c_a), veh/h 179 0 836 214 0 865 179 1033 1077 179 1033 1059 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.5 0.0 20.0 23.7 0.0 20.1 23.9 11.2 11.2 23.5 11.4 11.4 Incr Delay (d2), s/veh 5.2 0.0 1.4 5.3 0.0 1.1 5.6 1.6 1.5 5.2 2.8 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 1.3 0.6 0.0 1.1 0.5 4.0 4.2 0.6 4.8 5.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.7 0.0 21.4 29.0 0.0 21.2 29.5 12.8 12.7 28.8 14.2 14.2 LnGrp LOS C A C C A C C B B C B B
Approach Vol, veh/h 173 138 1200 1343
Approach Delay, s/veh 23.6 23.5 13.2 14.7
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.5 26.8 6.2 11.2 5.9 27.3 6.6 10.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 29.0 6.0 24.0 5.0 29.0 5.0 25.0 Max Q Clear Time (g_c+I1), s 3.3 14.9 3.1 5.2 2.9 17.0 3.4 4.6 Green Ext Time (p_c), s 0.0 6.2 0.0 0.6 0.0 6.3 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 15.1
HCM 6th LOS B

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 3: Mitchell Road & Don Pedro Rd 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 61 41 70 17 6 10 38 1086 6 75 1106 54 Future Volume (veh/h) 61 41 70 17 6 10 38 1086 6 75 1106 54 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 65 44 74 18 6 11 40 1155 6 80 1177 57 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 272 143 262 324 98 179 82 1672 9 135 1694 82 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.05 0.45 0.45 0.07 0.48 0.48 Sat Flow, veh/h 764 876 1610 1294 601 1101 1810 3682 19 1810 3505 170 Grp Volume(v), veh/h 109 0 74 18 0 17 40 566 595 80 606 628 Grp Sat Flow(s),veh/h/ln 1640 0 1610 1294 0 1702 1810 1805 1897 1810 1805 1869 Q Serve(g_s), s 1.0 0.0 1.6 0.5 0.0 0.3 0.8 9.7 9.7 1.7 10.1 10.2 Cycle Q Clear(g_c), s 2.2 0.0 1.6 2.6 0.0 0.3 0.8 9.7 9.7 1.7 10.1 10.2 Prop In Lane 0.60 1.00 1.00 0.65 1.00 0.01 1.00 0.09
Lane Grp Cap(c), veh/h 415 0 262 324 0 277 82 819 861 135 872 903 V/C Ratio(X) 0.26 0.00 0.28 0.06 0.00 0.06 0.49 0.69 0.69 0.59 0.69 0.70 Avail Cap(c_a), veh/h 1295 0 1160 1046 0 1226 233 1161 1220 233 1161 1202 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.5 0.0 14.3 15.7 0.0 13.8 18.1 8.4 8.4 17.4 7.8 7.8 Incr Delay (d2), s/veh 0.3 0.0 0.6 0.1 0.0 0.1 4.5 1.1 1.0 4.1 1.2 1.1 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 0.7 0.0 0.5 0.1 0.0 0.1 0.4 2.4 2.5 0.7 2.3 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.8 0.0 14.9 15.8 0.0 13.8 22.6 9.5 9.4 21.6 9.0 9.0 LnGrp LOS B A B B A B C A A C A A
Approach Vol, veh/h 183 35 1201 1314
Approach Delay, s/veh 14.8 14.8 9.9 9.7
Approach LOS B B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.9 21.6 10.3 5.8 22.8 10.3
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 5.0 25.0 28.0 5.0 25.0 28.0 Max Q Clear Time (g_c+I1), s 3.7 11.7 4.2 2.8 12.2 4.6
Green Ext Time (p_c), s 0.0 5.9 0.8 0.0 6.3 0.1
Intersection Summary
HCM 6th Ctrl Delay 10.2
HCM 6th LOS B

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 4: Mitchell Road & E Service Rd 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 406 269 219 153 186 69 279 779 178 103 801 249 Future Volume (veh/h) 406 269 219 153 186 69 279 779 178 103 801 249 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 419 277 226 158 192 71 288 803 184 106 826 257 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 393 384 326 200 381 323 337 1279 571 139 1209 539 Arrive On Green 0.11 0.20 0.20 0.11 0.20 0.20 0.10 0.35 0.35 0.08 0.34 0.34 Sat Flow, veh/h 3510 1900 1610 1810 1900 1610 3510 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 419 277 226 158 192 71 288 803 184 106 826 257 Grp Sat Flow(s),veh/h/ln 1755 1900 1610 1810 1900 1610 1755 1805 1610 1810 1805 1610 Q Serve(g_s), s 7.0 8.5 8.1 5.3 5.6 2.3 5.0 11.5 5.2 3.6 12.3 7.9 Cycle Q Clear(g_c), s 7.0 8.5 8.1 5.3 5.6 2.3 5.0 11.5 5.2 3.6 12.3 7.9 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 393 384 326 200 381 323 337 1279 571 139 1209 539 V/C Ratio(X) 1.07 0.72 0.69 0.79 0.50 0.22 0.85 0.63 0.32 0.76 0.68 0.48 Avail Cap(c_a), veh/h 393 973 825 261 1034 876 337 1792 799 348 2138 954 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 27.7 23.3 23.1 27.1 22.2 20.9 27.8 16.7 14.7 28.3 17.9 16.4 Incr Delay (d2), s/veh 63.7 2.6 2.7 11.6 1.0 0.3 18.7 0.5 0.3 8.4 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.1 3.6 2.9 2.7 2.3 0.8 2.8 4.2 1.6 1.8 4.5 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 91.4 25.8 25.8 38.6 23.2 21.2 46.6 17.3 15.0 36.7 18.6 17.1 LnGrp LOS F C C D C C D B B D B B
Approach Vol, veh/h 922 421 1275 1189
Approach Delay, s/veh 55.6 28.7 23.5 19.9
Approach LOS E C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.8 26.1 10.9 16.6 10.0 24.9 11.0 16.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 12.0 31.0 9.0 32.0 6.0 37.0 7.0 34.0 Max Q Clear Time (g_c+I1), s 5.6 13.5 7.3 10.5 7.0 14.3 9.0 7.6 Green Ext Time (p_c), s 0.1 5.5 0.1 2.1 0.0 6.6 0.0 1.2 Intersection Summary
HCM 6th Ctrl Delay 30.7
HCM 6th LOS C

ATTACHMENT F
ITEM 10
HCM 6th Signalized Intersection Summary Maverik Gas Station 5: Mitchell Road & Rohde Road 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 37 27 107 112 22 164 91 1054 180 167 901 107 Future Volume (veh/h) 37 27 107 112 22 164 91 1054 180 167 901 107 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 39 28 111 117 23 171 95 1098 188 174 939 111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 73 43 170 154 327 277 124 1387 619 219 1577 703 Arrive On Green 0.04 0.13 0.13 0.08 0.17 0.17 0.07 0.38 0.38 0.12 0.44 0.44 Sat Flow, veh/h 1810 335 1327 1810 1900 1610 1810 3610 1610 1810 3610 1610 Grp Volume(v), veh/h 39 0 139 117 23 171 95 1098 188 174 939 111 Grp Sat Flow(s),veh/h/ln 1810 0 1661 1810 1900 1610 1810 1805 1610 1810 1805 1610 Q Serve(g_s), s 1.2 0.0 4.5 3.6 0.6 5.6 2.9 15.3 4.6 5.3 11.2 2.4 Cycle Q Clear(g_c), s 1.2 0.0 4.5 3.6 0.6 5.6 2.9 15.3 4.6 5.3 11.2 2.4 Prop In Lane 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 73 0 212 154 327 277 124 1387 619 219 1577 703 V/C Ratio(X) 0.53 0.00 0.65 0.76 0.07 0.62 0.77 0.79 0.30 0.79 0.60 0.16 Avail Cap(c_a), veh/h 160 0 849 383 1206 1022 191 1591 710 255 1718 766 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 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 26.7 0.0 23.5 25.4 19.7 21.7 26.0 15.5 12.2 24.2 12.2 9.7 Incr Delay (d2), s/veh 5.9 0.0 3.4 7.6 0.1 2.2 9.5 2.5 0.3 13.9 0.5 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 0.6 0.0 1.8 1.8 0.2 2.1 1.5 5.5 1.5 2.9 3.6 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.6 0.0 26.9 33.0 19.8 24.0 35.5 17.9 12.5 38.1 12.6 9.8 LnGrp LOS C A C C B C D B B D B A
Approach Vol, veh/h 178 311 1381 1224
Approach Delay, s/veh 28.2 27.0 18.4 16.0
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.9 25.8 8.8 11.3 7.9 28.8 6.3 13.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 25.0 12.0 29.0 6.0 27.0 5.0 36.0 Max Q Clear Time (g_c+I1), s 7.3 17.3 5.6 6.5 4.9 13.2 3.2 7.6 Green Ext Time (p_c), s 0.0 4.5 0.1 0.8 0.0 5.5 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 18.9
HCM 6th LOS B

ATTACHMENT F
ITEM 10
HCM Signalized Intersection Capacity Analysis Maverik Gas Station 6: CA-99 SB Ramp & Mitchell Road 01/26/2025
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 419 5 0 0 851 0
Future Volume (vph) 419 5 0 0 851 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0
Lane Util. Factor 1.00 1.00
Frt 1.00 1.00
Flt Protected 0.95 1.00
Satd. Flow (prot) 1808 1900
Flt Permitted 0.95 1.00
Satd. Flow (perm) 1808 1900
Peak-hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99
Adj. Flow (vph) 423 5 0 0 860 0
RTOR Reduction (vph) 1 0 0 0 0 0
Lane Group Flow (vph) 427 0 0 0 860 0
Turn Type Prot NA
Protected Phases 4 6
Permitted Phases
Actuated Green, G (s) 15.6 28.4
Effective Green, g (s) 15.6 28.4
Actuated g/C Ratio 0.30 0.55
Clearance Time (s) 4.0 4.0
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 542 1037
v/s Ratio Prot c0.24 c0.45
v/s Ratio Perm
v/c Ratio 0.79 0.83
Uniform Delay, d1 16.7 9.8
Progression Factor 1.00 1.00
Incremental Delay, d2 7.5 5.6
Delay (s) 24.2 15.4
Level of Service C B
Approach Delay (s) 24.2 0.0 15.4
Approach LOS C A B
Intersection Summary
HCM 2000 Control Delay 18.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 52.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 41.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT F
ITEM 10

COUNCIL AGENDA REPORT

CITY COUNCIL
Javier Lopez, Mayor
James Casey, Dist.1
Rosalinda L. Vierra, Dist. 2
Cerina Otero, Dist. 3
Daniel A. Martinez, Dist. 4
MEETING DATE: April 14, 2025
TO: Mayor and City Council
FROM: Douglas D. Dunford, City Manager
CONTACT: Fallon Martin, City Clerk
[email protected], (209) 538-5731
SUBJECT: City Council to Provide Direction on Advertising for Public Hearings RECOMMENDED COUNCIL ACTION:

Staff recommends the City Council review the current process on advertising public hearings as well as options to increase communications for such and provide direction on any procedural changes related to the advertisement of public hearing notices.

I. BACKGROUND:

At the February 10, 2025, City Council meeting, consensus was given for staff to bring forward an item seeking direction from Council regarding advertising for public hearings.

Public hearings are held to consider all the facts of a project before making a decision, and to mitigate negative impacts where possible. They are a way to hear all the facts of the case before deciding to approve or deny a project. Staff follows the California Government Code, which requires all public hearings have a public notice published in a newspaper of general circulation of the City. Staff utilizes both the Ceres Courier and the Modesto Bee for advertisement of public hearings.

Majority of public hearings require a notice to be published in a newspaper of general circulation 10 -days prior to the hearing. However, other public hearings have more stringent noticing requirements based on the California Government Code.

II. REASONS FOR RECOMMENDATION:

There are a number of ways staff can increase communications/advertisement of public hearings. Some of which will cost additional money and all of which will require additional staff time. Listed below are the options for Council to consider , in addition to the publication required by law.

ITEM 11
Advertise on the City’s Website
The City’s website has a “Community Spotlights” section where various community notices are posted. Staff could advertise the public hearing notice under this section.

Cost: No additional cost
Staff Time: 30 minutes per public hearing notice
Advertise on the City’s Social Media Platforms
Various departments throughout the City have Facebook pages. Staff could post the public hearing notice on the relevant department’s Facebook pages.

Cost: No additional cost
Staff Time: 30 minutes per public hearing notice
Additional Newspaper Publications
Staff currently publishes public hearing notices in the Ceres Courier, preferably.

Occasionally they must be published in the Modesto Bee.

Cost:
• Ceres Courier: $110 - $165 per publication
• Modesto Bee: $400 - $475 per publication
Staff Time: 45 minutes per publication
Utility Bill Notices
There is an option to place a notice as an insert with the utility bills. This option is very time consuming, expensive, and will take an enormous amount of lead time. Documents must be provided to Finance four weeks in advance, at a minimum . If they are provided less than four weeks in advance there is a “rush fee” charged by the mailing service company. There are approximately 13,000 utility bills sent out per month.

Timing will be the biggest challenge with this option. Since t he lead time for a utility bill notice is a minimum of four weeks, it will be difficult to meet the deadlines. Public hearing dates are often a moving target so schedul ing one that far in advance would not be conducive to conducting business.

Cost: $1,700 (minimum) per public hearing notice
Staff Time: 1.5 hours
III. FISCAL IMPACTS:

Depending on the options Council may select, there will be varying costs associated with them.

IV. EXISTING POLICY / RELATIONSHIP TO THE STRATEGIC PLAN:

N/A
ITEM 11
V. POLICY ALTERNATIVES:

Council could choose not to make any changes to the current process on advertising for public hearings.

VI. INTERDEPARTMENTAL COORDINATION:

N/A
VII. PUBLIC PARTICIPATION:

N/A
VIII. ENVIRONMENTAL REVIEW:

N/A
IX. STEPS FOLLOWING APPROVAL:

Upon Council direction, staff will bring back an actionable agenda item.

Approved by: _____________________
Douglas D. Dunford,
City Manager
ITEM 11
ITEM 11

COUNCIL AGENDA REPORT

CITY COUNCIL
Javier Lopez, Mayor
James Casey, Dist.1
Rosalinda L. Vierra, Dist. 2
Cerina Otero, Dist. 3
Daniel A. Martinez, Dist. 4
MEETING DATE: April 14, 2025
TO: Mayor and City Council
FROM: Douglas D. Dunford, City Manager
CONTACT: Douglas D. Dunford, City Manager
[email protected], (209) 358-5751
SUBJECT: City Council to Provide Direction on Joining Sister City International
RECOMMENDED COUNCIL ACTION:

Staff recommends that the City Council discuss and determine if the City would consider forming a committee to develop a plan to build public support for the possibility of joining Sister City International and perform all the necessary tasks to locate a similar city.

I. BACKGROUND:

The Sister Cities International was founded by President Dwight Eisenhower in 1956 to bring peace through people -to-people diplomacy. For almost seventy years, the leadership and countless volunteers of SCI have built thousands of partnerships between cities in the United States and cities around the world.

There are over 450 cities participating in the program. Cities generally start by joining the Sister City Internation (SCI) program at $800 per year. Sister Cities relationships are long term mutually benefi cial. Generally, cities begin with the areas of similariti es with each city. Similarities such as: population , industries, academic institutions, cultural, agricultural, pre- existing relationships, or corporate, historical or ancestral relationships.

A sister city, county, or state relationship is a broad-based, long-term partnership between two communities in two countries. A partnership is officially recognized when the highest elected appointed official from both communities signs on the sister cities agreement. A city can have any number of sister cities, and sister city organizations include representatives from nonprofits to municipal governments, the private sector and civic organizations.

Generally Sister Cities International recommends the following protocol:
• Secure community support
• Develop lines of communication
ITEM 12
• Correspondence phase
• Develop partnership agreement
• Signing ceremony
• Implementation and evaluation
Once you’ve secured community -wide support for a sister cities program, begin your search for a partner. Nearly every member of your community, young or old, belongs to some kind of organization or another. Nearly everyone works in a business or industry, has a hobby, goes to school, belongs to a service or professional society, or volunteers his or her time in any number of local organizations that can be linked to counterparts in another country. Thus, the linking of skills, crafts, and interests of people and organizations in both cities can enrich your newly formed sister city committee, open new avenues for program adventure, and secure the initial contacts you’ll need to find an appropriate partner community.

It is highly recommended that a committee be formed to handle and support the program because of the amount of involvement that occurs with establishing a program and the continued support for the Sister City.

Sister city programs must always strive to ensure that each project undertaken by its members reflects the diversity of its network. Specifically, you should promote the inclusion of ethnic and racial minorities, people with disabilities, youth, women, and people of diverse socio-economic status in all sister city activities. Each project should be planned with the knowledge that each person will be able to individually become a part of a person -to-person, organization -to-organization, city -to-city approach to citizen diplomacy. Above all, remember that the uniqueness of the sister city program is that it is two-way. The give and take is shared by both communities through planned and continuous contact
II. REASONS FOR RECOMMENDATION:

Expand the cultural awareness and agricultural benefits of our community III. FISCAL IMPACTS:

To become a member of Sister Cities International it is a $610 cost for cities under 50,000 population. However, if the city is over 50,000 population the cost rises to $810 per year.

In addition, the cities are expected to travel to each others location to share experiences and cultural benefits from their respective cities. Depending on the location of the Sister City the cost could be excessive.

IV. EXISTING POLICY / RELATIONSHIP TO THE STRATEGIC PLAN:

N/A
V. POLICY ALTERNATIVES:

N/A
ITEM 12
VI. INTERDEPARTMENTAL COORDINATION:

N/A
VII. PUBLIC PARTICIPATION:

N/A
VIII. ENVIRONMENTAL REVIEW:

N/A
IX. STEPS FOLLOWING APPROVAL:

The next steps will be determined based on Council’s direction.

Approved by: _____________________
Douglas D. Dunford,
City Manager
ITEM 12
ITEM 12

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