Fowler City Council
February 17, 2026

CITY COUNCIL MEETING
TUESDAY, FEBRUARY 17, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625 AGENDA
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City Council meetings are open to the public at the physical address listed above. There are numerous ways to participate in the City Council meetings: you may attend in person, you may appear by telephone as described below, or you may submit written comments via email to [email protected]. Please include your name and reference the agenda item you are commenting on, if any. Written comments received that do not specify an agenda item will be marked for the general public comment portion of the agenda. Emails received by 8:00 am on the date of the meeting will be provided to the City Council at the meeting and made part of the record of proceedings but will not be read aloud.

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https://us06web.zoom.us/j/82323297069?pwd=HW7VXODWxHTPYZ0wCNiyOFuWrP5zqw.AU n-20sCCrm6m1df
Telephone Number: (253) 215-8782
Meeting ID: 823 2329 7069
Passcode: 361170
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Any writing or document that is a public record and provided to a majority of the City Council regarding an open session item on the agenda will be made available for public inspection at City Hall, in the City Clerk's office, during normal business hours. In addition, such writings and documents may be posted on the City's website at https://fowlercity.org. 1 Resolutions and Ordinances - With respect to the approval of resolutions and ordinances, the reading of the title thereto shall be deemed a motion to waive a reading of the complete resolution or ordinance and unless there is a request by a Councilmember that the resolution or ordinance be read in full, further reading of the resolution or ordinance shall be deemed waived by unanimous consent of the Council.

1. MEETING CALLED TO ORDER

2. ROLL CALL

3. APPROVAL OF AGENDA

4. INVOCATION BY PASTOR JESUS VALENCIA OF VISION CHURCH

5. PLEDGE OF ALLEGIANCE

6. PUBLIC COMMENT
This portion of the meeting is reserved for persons desiring to address the Council on any matter not described on this agenda. Presentations are limited to 3 minutes per person and no more than 15 minutes per topic.

7. CONSENT CALENDAR
Items on the Consent Calendar are considered routine and include a recommended action from Staff and shall be acted on by one motion of the Council. If a Councilmember requests additional information or would like to pull an item for discussion, that item shall be pulled from the Consent Calendar and acted upon separately. A Councilmember may register an action on an individual item without pulling the item from the Consent Calendar. A motion to approve the Consent Calendar is deemed to include a motion to waive the full reading of any ordinance or resolution on the Consent Calendar. For adoption of ordinances, only those which received a unanimous vote of the Councilmembers present at introduction shall be eligible for placement on the Consent Calendar.
7A RATIFY Pay Warrants for February 17, 2026
7B APPROVE Minutes of the February 3, 2026 City Council Meeting 7C RECEIVE AND FILE an Update on Capital Projects
7D CONSIDER Amendment 4 to the Well No. 9 Drought Resiliency Project Agreement for a Time Extension and Authorize the City Manager to Execute the Amendment.

Staff Recommendation: Approve Amendment 4.
7E CONSIDER the following:

Waiving the second reading of and adopting Ordinance No. 2026-01, prezoning Assessor’s Parcel Number 343-040-02 to the R-1-6 mapping designation, with an implementing zone district of R-3 (Medium Density Residential). Staff Recommendation: Adopt Ordinance No. 2026-01.
2 7F ACCEPT Credit Card Usage Report and Donation Report for July 1 through December 31, 2025.
7G CONSIDERATION of the appointment of Lino Mendes to the City of Fowler Recreation Commission for the term ending 12/31/27.

8. CONTESTED CONSENT CALENDAR
Items pulled from the Consent Calendar will be heard individually immediately after action is taken on the Consent Calendar.

9. GENERAL ADMINISTRATION
City Manager
A DISCUSSION regarding status of Public Comment questions.

B CONSIDERATION: Introduction of an Ordinance No. 2026-02 to amend Title 2, Administration Chapter 1, City Council, Article 2, Salaries, of the Fowler Municipal Code. Staff Recommendation: It is recommended the City Council introduce to be read by title only an Ordinance amending provisions of Title 2, Administration Chapter 1, City Council, Article 2, Salaries, of the Fowler Municipal Code, open the public hearing, allow for public testimony, close the public hearing, waive first reading of the Ordinance by title only, and approve the introduction of the Ordinance.

Planning
C CONSIDER Resolution No. 2825:

Approving an updated fee schedule for Planning Fees and Development Impact Fees for 2026. Staff Recommendation: Approve Resolution No. 2825.

D CONSIDER Resolution No. 2826:

Authorizing the City Manager to execute agreements with the United States Department of Transportation for the City of Fowler Better Utilizing Investments to Leverage Development (BUILD) grant application. Staff Recommendation: Approve Resolution 2826.

10. STAFF COMMUNICATIONS

11. COUNCILMEMBER REPORTS AND COMMENTS

12. ADJOURN
Next Ordinance No. 2026-03
Next Resolution No. 2827
CERTIFICATION: I, Angela Vasquez, City Clerk of the City of Fowler, California, hereby certify that the foregoing agenda was posted for public review on Thursday February 12, 2026. 3 Angela Vasquez, CPMC
City Clerk
4 CHECK NUMBERS CHECK DATES AMOUNT

ACCOUNTS PAYABLE CHECKS
Regular checks 46058-46124 Jan 29-Feb 9 $ 256,134.89
TOTAL ACCOUNTS PAYABLE CHECKS $ 256,134.89

PAYROLL COSTS
Third January Bi-Weekly Payroll $ 145,442.93
TOTAL PAYROLL COSTS $ 145,442.93

TOTAL CASH DISBURSEMENTS $ 401,577.82
NOTE:

CITY OF FOWLER

WARRANTS LIST
February 17,2026
5 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 01/29/2026 CITY OF FOWLER VENCHK11
TIME: 11:39:28 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46058 1001 01/29/26 15433 ELLIS,MARGARET & TONY 2050 UTILITY BILL REFUND 93.54 46059 1001 01/29/26 15431 KAUR, KULWINDERJIT 2050 UTILITY BILL REFUND 84.32 46060 1001 01/29/26 15434 MENDOZA,ALBERTO DE LA TOR 2050 UTILITY BILL REFUND 67.72 46061 1001 01/29/26 15432 RAMIREZ,MIGUEL 2050 UTILITY BILL REFUND 68.64 46062 1001 01/29/26 13670 SIGALA, DAN 2050 UTILITY BILL REFUND 139.97 46063 1001 01/29/26 15435 SUBHAM, SUBHAM 2050 UTILITY BILL REFUND 36.82 TOTAL FUND 491.01
TOTAL REPORT 491.01
6 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 01/30/2026 CITY OF FOWLER VENCHK11
TIME: 16:33:19 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46064 1001 01/30/26 14519 AMAZON CAPITAL SERVICES 5121 STAPLER/SANITIZER 45.81 46064 1001 01/30/26 14519 AMAZON CAPITAL SERVICES 5121 WHITEOUT&KITCHEN 76.14 46064 1001 01/30/26 14519 AMAZON CAPITAL SERVICES 5110 SUPP PLANNING 61.26 46064 1001 01/30/26 14519 AMAZON CAPITAL SERVICES 5170 DRONE INSURANCE 142.99 46064 1001 01/30/26 14519 AMAZON CAPITAL SERVICES 5170 RIFLE ACCESORIES 861.12 46064 1001 01/30/26 14519 AMAZON CAPITAL SERVICES 5170 DRONE ACCESSORIES 87.17 TOTAL CHECK 1,274.49
46065 1001 01/30/26 15088 AT&T MOBILITY 5160 PHONES 872.28 46066 1001 01/30/26 12489 BATTERY SYSTEMS INC 5200 BATT SPRAYER 30.09 46066 1001 01/30/26 12489 BATTERY SYSTEMS INC 5200 BATT SPRAYER 30.10 TOTAL CHECK 60.19
46067 1001 01/30/26 10026 BCT CONSULTING 5100 16GB RAM REPLACEMENT 278.98 46068 1001 01/30/26 14991 ERIC ROCHA 5300 SWRCB-DWOCP 140.00 46069 1001 01/30/26 14243 FOWLER ACE HARDWARE 5104 KEYS 54.38 46069 1001 01/30/26 14243 FOWLER ACE HARDWARE 5104 RANGE SUPPLIES 97.97 46069 1001 01/30/26 14243 FOWLER ACE HARDWARE 5104 LOCK & CHAIN 25.25 TOTAL CHECK 177.60
46070 1001 01/30/26 10488 FOWLER UNIFIED 5210 FUEL 3,973.14 46070 1001 01/30/26 10488 FOWLER UNIFIED 5210 FUEL ADMIN DEC25 66.30 46070 1001 01/30/26 10488 FOWLER UNIFIED 5210 FUEL PARKS DEC25 542.33 46070 1001 01/30/26 10488 FOWLER UNIFIED 5210 FUEL PLAN DEC25 97.24 46070 1001 01/30/26 10488 FOWLER UNIFIED 5210 FUEL STREETS DEC25 489.75 46070 1001 01/30/26 10488 FOWLER UNIFIED 5210 FUEL WATER DEC25 2,105.68 TOTAL CHECK 7,274.44
46071 1001 01/30/26 14998 GARTON TRACTOR 5200 REPAIR TRACK LOAD 200.30 46072 1001 01/30/26 11116 GRAINGER 5120 PIPE CUTTER 982.91 46073 1001 01/30/26 15224 ICAD AUTOMATION 5710 SCADA 14,114.50 46073 1001 01/30/26 15224 ICAD AUTOMATION 5715 SCADA 14,114.50 TOTAL CHECK 28,229.00
46074 1001 01/30/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES PARKS 86.74 46075 1001 01/30/26 11071 PAPE MACHINERY ACCT 4437 5715 PMI BRUSH MOVER 5,312.53 46075 1001 01/30/26 11071 PAPE MACHINERY ACCT 4437 5715 PMI BRUSH MOVER 5,312.53 TOTAL CHECK 10,625.06
46076 1001 01/30/26 13095 PBM SUPPLY & MFG 5195 SUPPLIES STREETS 5.93 46077 1001 01/30/26 14433 PRICE PAIGE & COMPANY CPA 5220 PROFFESIONAL SERV 2,250.00 46078 1001 01/30/26 10085 STATE OF CA DEPARTMENT OF 5310 BLOOD ALCOHOL 210.00 46078 1001 01/30/26 10085 STATE OF CA DEPARTMENT OF 5310 BLOOD ALCOHOL 175.00 TOTAL CHECK 385.00
46079 1001 01/30/26 15083 THE CHLORINATOR POOL SERV 5203 FOUNTAIN SVC JAN 26 250.00 46080 1001 01/30/26 12791 THE MOWERS EDGE 5715 MOWER STREETS 126.46 7 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 01/30/2026 CITY OF FOWLER VENCHK11
TIME: 16:33:19 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46081 1001 01/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 1/22 124.81 46081 1001 01/30/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 1/22 124.82 46081 1001 01/30/26 13543 UNIFIRST CORPORATION 5185 JANIT SNRCT 1/22/26 46.07 TOTAL CHECK 295.70
46082 1001 01/30/26 14259 VEIT LLC 5180 01/26/26-2/22/26 999.18 46083 1001 01/30/26 10001 WASTE MANAGEMENT CA 5202 GREEN WASTE DISPOSAL 175.38 46083 1001 01/30/26 10001 WASTE MANAGEMENT CA 5202 GREEN WASTE DISPOSAL 175.38 46083 1001 01/30/26 10001 WASTE MANAGEMENT CA 5202 GREEN WASTE DISPOSAL 174.81 TOTAL CHECK 525.57
46084 1001 01/30/26 13392 WOODSIDE HOMES 5710 PARK IMP FUND 27,090.00 TOTAL FUND 82,129.83
8 Section 7, Item 7A
SUPERION PAGE NUMBER: 3
DATE: 01/30/2026 CITY OF FOWLER VENCHK11
TIME: 16:33:19 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 201 - DISTRICT SALES TAX

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46085 1001 01/30/26 10441 PROFORCE LAW ENFORCEMENT 5715 RIFLES 12,769.70 TOTAL FUND 12,769.70
9 Section 7, Item 7A
SUPERION PAGE NUMBER: 4
DATE: 01/30/2026 CITY OF FOWLER VENCHK11
TIME: 16:33:19 CHECK REGISTER ACCOUNTING PERIOD: 7/26
FUND - 503 - TCP FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46086 1001 01/30/26 10024 BSK ASSOCIATES 5220 WATER TESTING 178.66 46086 1001 01/30/26 10024 BSK ASSOCIATES 5220 WATER TESTING 150.55 46086 1001 01/30/26 10024 BSK ASSOCIATES 5220 WATER TESTING 150.55 46086 1001 01/30/26 10024 BSK ASSOCIATES 5220 WATER TESTING 150.55 46086 1001 01/30/26 10024 BSK ASSOCIATES 5220 WATER TESTING 150.55 46086 1001 01/30/26 10024 BSK ASSOCIATES 5220 WATER TESTING 150.55 46086 1001 01/30/26 10024 BSK ASSOCIATES 5220 WATER TESTING 356.77 46086 1001 01/30/26 10024 BSK ASSOCIATES 5220 WATER TESTING 178.66 46086 1001 01/30/26 10024 BSK ASSOCIATES 5220 WATER TESTING 178.66 TOTAL CHECK 1,645.50
TOTAL FUND 1,645.50
TOTAL REPORT 96,545.03
10 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 02/04/2026 CITY OF FOWLER VENCHK11
TIME: 19:11:13 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46087 1001 02/04/26 14813 24/7 PET VET 5220 ANIMAL CARE 168.30 46088 1001 02/04/26 11689 A & C TIRE SERVICE 5205 FLEET STREET TUTARA 20.00 46088 1001 02/04/26 11689 A & C TIRE SERVICE 5205 FLEET WATER F150 704.49 TOTAL CHECK 724.49
46089 1001 02/04/26 10007 ALERT-O-LITE, INC 5190 REPAIR TRAILER 71.72 46089 1001 02/04/26 10007 ALERT-O-LITE, INC 5130 SHIRT-HAMMOND 69.33 TOTAL CHECK 141.05
46090 1001 02/04/26 14519 AMAZON CAPITAL SERVICES 5203 PARK SUPPLIES 25.05 46090 1001 02/04/26 14519 AMAZON CAPITAL SERVICES 5205 FLEET WATER 334.83 TOTAL CHECK 359.88
46091 1001 02/04/26 10026 BCT CONSULTING 5230 MONTHLY CHARGES 899.95 46091 1001 02/04/26 10026 BCT CONSULTING 5230 MONTHLY CHARGES 2,832.48 46091 1001 02/04/26 10026 BCT CONSULTING 5230 MONTHLY CHARGES 1,083.73 46091 1001 02/04/26 10026 BCT CONSULTING 5230 MONTHLY CHARGES 3,319.00 TOTAL CHECK 8,135.16
46092 1001 02/04/26 15076 BRISHAN INC 5202 AQUAPHALT 1,961.16 46093 1001 02/04/26 10506 CALMAT CO DBA VULCAN MATE 5195 ASPHALT STREETS 210.09 46094 1001 02/04/26 14131 SWEEPING CORP OF AMERICA 5220 LEAF SERVICE JAN26 2,940.00 46094 1001 02/04/26 14131 SWEEPING CORP OF AMERICA 5220 STREET SWEEP JAN26 4,500.00 46094 1001 02/04/26 14131 SWEEPING CORP OF AMERICA 5220 SWEEP WSTE MGMT YRD 1,000.00 TOTAL CHECK 8,440.00
46095 1001 02/04/26 10064 COLONIAL LIFE INSURANCE C 2042 EMP DED JAN26 47.42 46096 1001 02/04/26 14429 CORE & MAIN 5195 GALV FITTINGS - WATER 113.47 46097 1001 02/04/26 13275 FERGUSON WATERWORKS #1423 5170 NEPTUNE METER 599.36 46097 1001 02/04/26 13275 FERGUSON WATERWORKS #1423 5170 NEPTUNE METER 1,794.17 TOTAL CHECK 2,393.53
46098 14245 FOWLER ACE HARDWARE VOID: MULTI STUB CHECK
46099 14245 FOWLER ACE HARDWARE VOID: MULTI STUB CHECK
46100 14245 FOWLER ACE HARDWARE VOID: MULTI STUB CHECK
46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 42.48 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 3.04 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 20.90 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 37.88 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 28.32 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 43.58 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 33.53 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 15.25 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 38.13 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 18.52 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 27.23 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 37.22 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 32.67 11 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 02/04/2026 CITY OF FOWLER VENCHK11
TIME: 19:11:13 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 12.61 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 30.03 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 28.96 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 15.25 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 37.38 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 41.40 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 43.58 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 70.83 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 24.97 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 19.61 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 12.07 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 134.01 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 98.05 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 296.40 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 240.83 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 49.65 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 108.97 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 16.98 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 8.70 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 27.42 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 7.62 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 17.42 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 45.31 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 248.34 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 248.34 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 32.67 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 15.25 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 7.82 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 5.44 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 4.35 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 42.49 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 19.61 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 17.42 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 5.22 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 205.29 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 52.50 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 29.40 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 10.89 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 40.51 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 16.33 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 6.08 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 130.74 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 69.73 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 6.53 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 28.32 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 10.89 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 19.61 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 144.83 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 12.51 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 8.71 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUUPPLIES 84.70 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 40.31 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 13.06 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 9.25 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 40.30 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 9.25 12 Section 7, Item 7A
SUPERION PAGE NUMBER: 3
DATE: 02/04/2026 CITY OF FOWLER VENCHK11
TIME: 19:11:13 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 6.53 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 139.45 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 WATER DEPT SUPPLIES 155.81 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 26.13 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 51.21 46101 1001 02/04/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 38.12 TOTAL CHECK 3,820.74
46102 1001 02/04/26 12261 FOWLER BAPTIST CHURCH 5182 FEB SOCI RENT 1,500.00 46103 1001 02/04/26 10114 FOWLER BUTANE SERVICES 5210 PROPANE FIRKLIFT 16.47 46104 1001 02/04/26 10104 FPOA 2045 EMP DED 1/30/26 225.00 46105 1001 02/04/26 14749 HOFFMAN SECURITY 5160 MONTHLY SVCS - ACCESS 454.00 46105 1001 02/04/26 14749 HOFFMAN SECURITY 5220 MONIT SVC FEB26 38.00 TOTAL CHECK 492.00
46106 1001 02/04/26 15185 JOSE FENCING 5202 7TH STREET MAINT 447.50 46106 1001 02/04/26 15185 JOSE FENCING 5202 7TH STREET MAINT 447.50 46106 1001 02/04/26 15185 JOSE FENCING 5202 7TH STREET MAINT 495.00 46106 1001 02/04/26 15185 JOSE FENCING 5202 7TH STREET MAINT 495.00 46106 1001 02/04/26 15185 JOSE FENCING 5202 7TH ST MAINT 497.50 46106 1001 02/04/26 15185 JOSE FENCING 5202 7TH ST MAINT 497.50 TOTAL CHECK 2,880.00
46107 1001 02/04/26 14575 JPRC PLUMBING INC 5185 INSTALL SPLIT UNIT 4,100.00 46108 1001 02/04/26 14428 NAVIA BENEFIT SOLUTIONS 5220 COBRA - JAN26 200.00 46109 1001 02/04/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 103.57 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 630 W FRESNO 1/22/26 526.52 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 105 E PEACH 1/22/26 63.49 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 GLDST/MAN SIG 1/28/26 128.73 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 ADAMS&GLDNST 1/29/26 172.98 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5710 3079 MANN 1/21/26 102.63 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 429 E MERCED 1/23/26 7.64 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 300 W MERCED 1/28/26 51.22 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 128 S 5TH 1/14/26 795.25 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 8TH/VINE 1/14/26 16.87 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 ADAMS/DEEAN 1/14/26 20.38 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 CLAYTON/ARMST 1/14/26 258.69 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 GLDST/VLY DR 1/14/26 205.40 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LS1-A HWY LT 1/14/26 20.58 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LS1-C HWY 1/14/26 335.09 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LS1-E HWY LT 1/14/26 12.85 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LS1-F HWY LT 1/14/26 11.22 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LS1-F HWY LT 1/14/26 47.10 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LS1-F HWY LT 1/14/26 408.81 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 1/14/26 1,518.69 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 1/14/26 983.03 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 1/14/26 43.53 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 1/14/26 64.71 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LSI-E-HWY LT 1/14/26 1,107.57 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 SUMER&MAGNOL 1/14/26 6.21 13 Section 7, Item 7A
SUPERION PAGE NUMBER: 4
DATE: 02/04/2026 CITY OF FOWLER VENCHK11
TIME: 19:11:13 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 SUMNER/HW99 1/14/26 12.44 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 T5088 1/14/26 141.11 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 TEMP/PARL 1/14/26 43.53 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 TR5041 1/14/26 113.62 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 TR5090 1/14/26 29.84 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 TSFR 3LTS 1/14/26 13.32 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 3030 S GSB 1/22/26 25.46 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 MERCED/8TH 1/28/26 156.39 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 700 MERCE#A 1/28/26 737.44 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 679 KAND 1/22/26 53.60 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 WELL SITE 8 1/29/26 13,132.28 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 LANDSCAPE 1/22/26 70.33 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 692 HILL AVE 1/22/26 4.69 46110 1001 02/04/26 10237 P G & E - SACRAMENTO 5170 MANN&GLDST 1/25/26 15.27 TOTAL CHECK 21,458.51
46111 1001 02/04/26 12443 SIMPLOT GROWER SOLUTIONS 5203 PARK SUPPLIES 236.25 46111 1001 02/04/26 12443 SIMPLOT GROWER SOLUTIONS 5195 STREET SUPPLIES 236.25 46111 1001 02/04/26 12443 SIMPLOT GROWER SOLUTIONS 5203 PARK SUPPLIES 130.78 46111 1001 02/04/26 12443 SIMPLOT GROWER SOLUTIONS 5195 STREET SUPPLIES 130.79 TOTAL CHECK 734.07
46112 1001 02/04/26 10289 SOUTH COUNTY VETERINARY H 5220 DISPOSAL OF ANIMAL 55.00 46113 1001 02/04/26 10296 STAPLES CREDIT PLAN 5110 OFFICE SUPPLIES 198.89 46113 1001 02/04/26 10296 STAPLES CREDIT PLAN 5100 OFFICE SUPPLIES 84.74 46113 1001 02/04/26 10296 STAPLES CREDIT PLAN 5100 OFFICE SUPPLIES 273.64 TOTAL CHECK 557.27
46114 1001 02/04/26 10763 SUNBELT RENTALS 5182 SCISSOR LIFT 886.21 46115 1001 02/04/26 15367 TERRICORP INC 5720 F350 TRUCK 20,000.00 46115 1001 02/04/26 15367 TERRICORP INC 5720 F350 TRUCK 10,694.47 TOTAL CHECK 30,694.47
46116 1001 02/04/26 13137 TOWNSEND PUBLIC AFFAIRS 5220 CONSULTING SEPT25 4,000.00 46117 1001 02/04/26 13543 UNIFIRST CORPORATION 5100 MATS 1/15/26 9.70 46117 1001 02/04/26 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 1/15/26 71.73 46117 1001 02/04/26 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 1/15/26 9.70 46117 1001 02/04/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 1/29 97.78 46117 1001 02/04/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 1/29 97.79 46117 1001 02/04/26 13543 UNIFIRST CORPORATION 5185 JANIT SNRCT 1/29/26 35.93 TOTAL CHECK 322.63
46118 1001 02/04/26 15029 VANIR CONSTRUCTION MANAGE 5710 WELL #9 CM AUG25 5,780.00 46118 1001 02/04/26 15029 VANIR CONSTRUCTION MANAGE 5710 WELL #9 CM OCT25 9,402.50 46118 1001 02/04/26 15029 VANIR CONSTRUCTION MANAGE 5710 WELL #9 NOV25 4,762.50 46118 1001 02/04/26 15029 VANIR CONSTRUCTION MANAGE 5710 WELL #9 DEC25 4,532.50 TOTAL CHECK 24,477.50
46119 1001 02/04/26 10725 VERIZON WIRELESS 5160 CELL PHONE JAN26 304.56 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 2048 VISION BENEFIT FEB26 216.41 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 117.33 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 146.26 14 Section 7, Item 7A
SUPERION PAGE NUMBER: 5
DATE: 02/04/2026 CITY OF FOWLER VENCHK11
TIME: 19:11:13 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 43.98 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 40.27 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 32.84 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 31.92 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 17.31 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 9.56 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 11.42 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 12.10 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 13.23 46120 1001 02/04/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT FEB26 280.91 TOTAL CHECK 973.54
46121 1001 02/04/26 10001 WASTE MANAGEMENT CA 5202 GREEN WSTE DISPOSAL 174.81 TOTAL FUND 120,670.90
15 Section 7, Item 7A
SUPERION PAGE NUMBER: 6
DATE: 02/04/2026 CITY OF FOWLER VENCHK11
TIME: 19:11:13 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 201 - DISTRICT SALES TAX

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46122 1001 02/04/26 14634 DEWBERRY ARCHITECTS INC. 5710 WORK PERFORMED DEC25 3,295.20 46123 1001 02/04/26 15029 VANIR CONSTRUCTION MANAGE 5710 PDHQ CM DEC25 35,385.00 TOTAL FUND 38,680.20
16 Section 7, Item 7A
SUPERION PAGE NUMBER: 7
DATE: 02/04/2026 CITY OF FOWLER VENCHK11
TIME: 19:11:13 CHECK REGISTER ACCOUNTING PERIOD: 8/26
FUND - 503 - TCP FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46124 1001 02/04/26 10024 BSK ASSOCIATES 5220 WATER TESTING 206.77 46124 1001 02/04/26 10024 BSK ASSOCIATES 5220 WATER TESTING 277.99 46124 1001 02/04/26 10024 BSK ASSOCIATES 5220 WATER TESTING 262.99 TOTAL CHECK 747.75
TOTAL FUND 747.75
TOTAL REPORT 160,098.85
17 Section 7, Item 7A

CITY COUNCIL MEETING
TUESDAY, FEBRUARY 03, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625

MINUTES

1. MEETING CALLED TO ORDER
Mayor Mejia called the meeting to order at 6:00 P.M.

2. ROLL CALL

PRESENT
Juan Mejia
Amarjeet Gill
Leonard Hammer
Karnig Kazarian
Daniel Parra
City Staff Present: City Manager Reid, City Attorney Santos, Finance Director Banda, City Planner Czeshinski, Fire Battalion Chief Dominguez, Community & Economic Development Director Flood, Police Chief Gularte, City Planner Marple, City Engineer Park, Public Works Director Rocha, City Clerk Vasquez

6. CEREMONIAL PRESENTATIONS
A. Swearing In of Corporal Giovanni Alvarado

7. PUBLIC COMMENT
Two members of the public spoke.

8. CONSENT CALENDAR
One member of the public spoke.

Motion made by Gill, Seconded by Kazarian.

Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra
A. RATIFY Pay Warrants for February 3, 2026
B. APPROVE Minutes of the January 20, 2026 City Council Meeting C. CONSIDER the following:
i. Approval of Supplemental Resolution No. 2798, related to the Sunnyside-South Northwest Reorganization.
18 Section 7, Item 7B

10. GENERAL ADMINISTRATION
Public Works
A. Actions pertaining to the Street Sweeper purchase.
i. CONSIDER: Resolution No. 2823, a resolution approving the purchase of a new RAVO 5 Street Sweeper. Staff Recommendation: Approve Resolution No. 2823.
ii. CONSIDER: the purchase of a new Nitehawk Raptor II Gas Street Sweeper from Haaker Equipment in the amount of $190,882.90 and authorize the City Manager to execute the purchase. Staff Recommendation: Approve purchase of Nitehawk Raptor II Gas Street sweeper.

One member of the public spoke.

Councilmember Parra made a motion to approve, with a correction in item (i), replacing RAVO 5 to Nitehawk Raptor II as the street sweeper make and model.

Seconded by Mayor Pro Tem Gill
Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra
Planning
B. DISCUSSION AND DIRECTION from City Council to staff on Economic Development Priorities and Initiatives for 2026.

One member of the public spoke.

Council provided feedback to staff on Economic Development priorities for 2026.

C. CONSIDER the following:
i. Open the public hearing, introduce and waiver of the first reading by title only of Ordinance No. 2026-01, prezoning Assessor’s Parcel Number 343-040-02 to the R-1-6 mapping designation, with an implementing zone district of R-3 (Medium Density Residential), and close the public hearing. Staff Recommendation:

Approve Ordinance No. 2026-01; and
ii. Resolution No. 2824 finding that Planning Project No. 25-19 is consistent with the City’s General Plan and General Plan Environmental Impact Report pursuant to CEQA Guidelines Section 15183. Staff Recommendation: Approve Resolution No. 2824; and
iii. Initiating annexation of Assessor’s Parcel Number 343-040-02. 19 Section 7, Item 7B
Public hearing opened at 7:28 P.M. Ordinance No. 2026-01 was introduced and the first reading was waived.

Applicant, Joe Crown spoke
One member of the public spoke.

Public hearing closed at 7:41 P.M.

Motion made by Kazarian, Seconded by Parra.

Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra

11. STAFF COMMUNICATIONS
Updates were given by Finance Director Banda, Community & Economic Development Director Flood, City Clerk Vasquez, City Engineer Park, Police Chief Gularte, and City Manager Reid.

12. COUNCILMEMBER REPORTS AND COMMENTS
Updates were given by Mayor Pro Tem Gill and Mayor Mejia.

13. ADJOURN
Having no further business, the meeting adjourned at 7:57 P.M. 20 Section 7, Item 7B

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: February 17, 2026
FROM: AILEEN ZEPEDA, Projects & Compliance Administrator SUBJECT: RECEIVE AND FILE an Update on Capital Projects

EXECUTIVE SUMMARY
There are numerous capital projects underway and under construction that will enhance the quality of life of Fowler’s residents, implement the General Plan, and attract and retain businesses.

BACKGROUND
David T. Cardenas Police Headquarters and Senior Center- CONSTRUCTION

UNDERWAY
Award/Notice to proceed (NTP): 11/4/24
Anticipated Completion: Summer 2026
City staff have been meeting weekly with Katch General (General Contractor) and Vanir Construction Management (CM/Owner’s Representative) to review project progress. Katch General received their notice to proceed on November 4, 2024, with anticipated construction completion in Summer 2026. Construction progress includes block wall construction, roof beam placement, roof panel installation, interior wall framing, back-up generator installation, and external parking area block walls. Current phases of work include block wall façade, HVAC, and indoor electrical.

Fire Station Phase II Improvements- CONSTRUCTION UNDERWAY Award/Notice to proceed (NTP): 1/8/25
Anticipated Completion: Spring/Summer 2026
Phase II of the Fire Station has begun, and Better Enterprise received their notice to proceed on January 8, 2025, with a revised anticipated completion in Spring/Summer 2026. A fire sprinkler on the second floor malfunctioned which resulted in water damage to the construction progress and existing kitchen on the first floor. Better Enterprise has completed remediation of the water damage and are negotiating with the fire sprinkler contractor to accept liability before restarting the project. Once Better Enterprise returns to the construction progress prior to the sprinkler malfunction, the remaining contract days prior to the incident will be enforced. 21 Section 7, Item 7C
Water Systems Improvements:

Well No. 9 - CONSTRUCTION UNDERWAY
Award/Notice to proceed (NTP): 6/9/25
Anticipated Completion: Summer 2026
The new well is located at the northeast corner of South Avenue & Stanford Avenue, United Field Services Corporation received a notice to proceed on June 9, 2025, with anticipated completion in Summer 2026. The contractor has filled in the existing storm drain basin with earth, drilled a well to an approximate depth of 725’, and has completed water quality testing and pump testing. The project is expected to produce a well that meet drinking water quality standards and provides approximately 1500 gallons per minute.

The TCP Treatment Facility for Well No. 7- CONSTRUCTION UNDERWAY Award/Notice to proceed (NTP): 2/28/25
Anticipated Completion: Winter 2025-26
HPS Inc. was issued a Notice to Proceed on February 28, 2025, with anticipated completion in Winter 2025-26. The pipeline connection to well 7, CMU walls, on-site backwash basin, and Granular Activated Carbon (GAC) vessels are installed. Remaining items include, access road construction, loading carbon into the vessels and commissioning activities with the State.

East-West Interconnect Project – AWAITING EPA APPLICATION APPROVAL Award/Notice to proceed (NTP): TBD
Anticipated Completion: TBD
The City has submitted an EPA grant application to authorize the $3M in federal earmark dollars authorized to alleviate the constraints to the water system caused by the small diameter water mains under SR99. Once the application is approved, a Request for Proposals will go out for the design of water mains to add a 12” diameter water main under SR99 along the South Avenue alignment.

The SCADA (Supervisory Control and Data Acquisition) Upgrade & Modernization Project – ONGOING PROJECT.

Award/Notice to proceed (NTP): Ongoing
Anticipated Completion: Ongoing

All SCADA hardware and software have been installed at the City’s main Water Yard, and the system is currently operational and collecting data. The live system is being used to develop and refine reports to establish standardized formats suitable for City operations and regulatory reporting needs. City staff are also developing a punch list to address minor system adjustments and optimizations, while continuing to build and configure additional SCADA screens for the Well 7 TCP treatment site and Well 9 to support full system integration and monitoring.

Water Master Plan – IN PROGRESS
Award/Notice to proceed (NTP): 12/2/2025
Anticipated Completion: Spring 2027
22 Section 7, Item 7C
City Council approved an Agreement with Provost & Pritchard Consulting Group for preparation of the City of Fowler Water Master Plan in the amount of $209,400.00 at the regular City Council meeting held on Tuesday, December 2, 2025, authorizing the City Manager to negotiate and execute the Agreement. The project was publicly advertised and went out to bid, with Provost & Pritchard Consulting Group determined to be the most responsive and lowest bidder. Following approval, the City and consultant team conducted the initial project kickoff meeting, and City staff have been providing system data, background documentation, and operational information related to the City’s water system. Provost & Pritchard is currently reviewing the submitted materials and verifying initial findings as part of the early assessment phase of the Water Master Plan. We are currently finalizing the Request for Proposals (RFP) for the Storm Water Master Plan in preparation for releasing it for bid.

Park Facilities:

New Harris Avenue Park - CONSTRUCTION UNDERWAY
Award/Notice to proceed (NTP): Fall 2025
Anticipated Completion: Winter/Spring 2026
Construction is underway for a new neighborhood park located north of the Harris Avenue and Harris Court intersection. Flatwork for the shared-use circulatory path has been completed, along with all underground electrical and irrigation infrastructure. New perimeter fencing has also been installed. Upcoming work includes installation of bollard lighting, followed by irrigation completion and hydroseeding, as well as installation of a drinking water fountain, park benches, and a bike rack, with anticipated construction completion in Winter/Spring 2026 Panzak Park Rehabilitation & ADA Path of Travel – DESGIN IN PROGRESS Award/Notice to proceed (NTP): 3/18/25 (Design)
Anticipated Completion: Winter 2026-27 (Construction)
Provost and Pritchard is at 90% design for the Panzak park ADA improvements. The project proposes installing an additional ADA path of travel between 2nd street and the outdoor stage, improving accessibility to the play structures and swings, remove and replace curb, gutter, sidewalk, decorative streetlights around the perimeter, make storm drainage improvements, and install accessible parking stalls on 2nd and 3rd Streets. The project is currently being adjusted to phased-construction to deconflict with the PD HQ and Senior Center construction that is anticipated to last through Summer of 2026. The project will go out to bid Spring 2026 with up to two phases for construction.

Donny Wright Park Shade Structure - COMPLETED
This project included the construction of a new shade canopy structure over the existing playground at Donny Wright Park and was completed in Fall 2025. The shade structure has been fully installed and is now providing improved comfort and sun protection for park users, enhancing overall usability of the playground area.

Abbey Park (Neighborhood Park within Woodside Tract 6381) - COMPLETED A 1.25-acre neighborhood park constructed by the developer of Tract 6381 (Abbey Park). This includes a large open turf area, shared use walking paths, a play structure with shade canopies, picnic tables with a shade structure, benches, and a drinking fountain. Abbey Park was completed in Winter 2024-25.
23 Section 7, Item 7C
Water Tower Remediation and Rehabilitation - COMPLETED
The Water Tower Remediation and Rehabilitation Project was completed in Fall 2025. The project included completion of the water tower aesthetic design as directed by City Council and implementation of foundation uplift mitigation measures. Construction documents were finalized, bids were obtained, and construction was successfully completed. The project is now closed, with all planned remediation and rehabilitation work complete.

Bicycle & Pedestrian Safety Enhancements
The Bikeway to Transit Project – PROJECT MERGED WITH FRESNO STREET

IMPROVEMENTS
Award/Notice to proceed (NTP): BIDDING
Anticipated Completion: Summer 2026
This project will provide bicycle safety improvements on various streets (primarily along the Main Street alignment on both west and east side of Golden State Boulevard) to provide painted bike lanes or “share the road” markings and provide traffic calming effects on the roadway. Many cross streets along Main Street will receive similar treatments. Additionally, the project will install new bike racks and bike repair stations along the project limits. The project is being advertised on Planet Bids. After two bid opening with no bidders, the scope was merged with the Freno Street Improvements listed below. Bid opening on 2/23/2026 Safe Streets for All (SS4A) – IN PROGRESS
Award/Notice to proceed (NTP): 4/15/25
Anticipated Completion: Spring 2026
This prepares a Safety Action Plan that analyzes the high-risk areas for all modes of transportation to reduce and eliminate fatal and serious-injury crashes in Fowler. This will also evaluate the City’s safe routes to school and ADA improvement needs. This creates a qualifying plan that allows Fowler to compete for federal implementation grants for the recommendations made in the plan document.

Fremont Elementary/Marshall Elementary/Fowler High School Safe Routes to School –

DESGIN IN PROGRESS
Award/Notice to proceed (NTP): 2/18/25 (Design)
Anticipated Completion: Summer 2026 (Construction)
This project will focus on pedestrian safety and roadway improvement on Adams Avenue between 7th Street and Temperance Avenue. This project is at 100% design with 4Creeks addressing final City comments. Once approved by Caltrans for Construction funding, the project will be bid for construction. Anticipate construction start in Summer of 2026.

South & Bousian Avenues and the intersection of Temperance & Walter AvenuesCOMPLETED Rectangular Rapid Flashing Beacons (RRFB) are pedestrian-activated LED lights to alert drivers of a pedestrian crossing. These RRFBs were installed at the intersection of South & Bousian Avenues and the intersection of Temperance & Walter Avenues. This project was completed Winter 2024-25.
24 Section 7, Item 7C
Downtown Streetscape:

Merced Streetscape Improvements – PREPARING HUD APPLICATION Award/Notice to proceed (NTP): TBD
Anticipated Completion: TBD
City staff are working to apply for additional funding for Merced Street Streetscape as grants become available. Meanwhile, City Staff are preparing a funding application with Housing and Urban Development to authorize the $500K in federal earmark dollars awarded for implementation of the downtown streetscape plan. City staff are also confirming the impact fee dollar balances that could go toward the design and construction of the water, storm, and sewer improvement not covered by the Measure C TOD grant or federal earmark dollars.

Merced Banner Pole - COMPLETED
This project was completed in Winter 2024-25.

Interpretive Signage & Plaques. There are pieces of that have been completed. Others are still in the works with installations being currently scheduled.

Sewer Improvements:

SKF South Avenue Regional Lift Station and Force Main under SR99 Upgrade Feasibility Study – IN PROGRESS
Award/Notice to proceed (NTP): 10/7/25
Anticipated Completion: Winter 2025-26
The primary intent of this feasibility study is to determine the alternatives for expanding or replacing the Regional Sewer Lift Station at South Avenue and Fowler Avenue, alternatives to increase the capacity of the sewer force main undercrossing under SR99; and to determine if any of these development can be phased and incorporated with future development projects rather than construct with the current sewer impact fee funds balance. Draft report for SKF and City review to be completed in late Winter 2025-26.

Various Federal/State Funded Roadway Projects
Fresno Street (3rd to 7th Street) and 1st Street (Main to Merced) – BIDDING Award/Notice to proceed (NTP): BIDDING
Anticipated Completion: Summer 2026
This project will repave Fresno Street from 7th Street to 3rd Street, 1st Street from Main Street to Merced Street, as well as incorporate the scope of work from the Bikeway to Transit Project.

The project will address drainage improvements, reconstruct non-compliant ADA curb ramps, and repave the heavily distressed roadway within the project limits. The project is out to bid with construction bid opening to be held on 2/23/2025.
4th & 5th Street Improvements – PROJECT CLOSEOUT
Award/Notice to proceed (NTP): 9/10/2025
Anticipated Completion: Winter 2025-26
25 Section 7, Item 7C
This project repaved the roadway and replaced the ADA curb ramps along 5 th Street from
Tuolumne to Main Street and 4th Street from Main Street to Tuolumne Street. The project also restriped the striping on Merced under SR99 as a change order to the project. The contractor is preparing as-builts and completing final punch-list items to closeout the project.

Manning Avenue Overlay - COMPLETED
This project was completed in Fall 2024 and included an asphalt pavement grind and overlay project along Manning Avenue from east side of SR99 to eastern City Limits.

Golden State Boulevard – COMPLETED
This project constructed a shared use path (Merced to Manning) and was completed in Winter 2024-25.

Sumner Avenue Pedestrian and Bikeway Improvements – COMPLETED This project included the construction of curb, gutter, sidewalk on the north side of Sumner Avenue between Sunnyside and Merced Street and was completed in Winter 2024-25.

Adams Avenue Rehabilitation – COMPLETED
This project rehabilitated the roadway on Adams Avenue between the SR99 Northbound onramp and Stearns Avenue. This project was completed in Fall 2025 7th and Merced Right Turn Pocket Addition - COMPLETED
The project added a right turn pocket for traffic inbound into downtown on Merced Street at the intersection of 7
th Street and Merced Street. The project was completed in Fall 2025.

PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.

ENVIRONMENTAL REVIEW
Pursuant to the California Environmental Quality Act (CEQA), an agency must complete environmental review prior to committing itself to a definite course of action in regard to a proposed project (CEQA Guidelines Section 15352). Environmental review must occur as early as feasible in the planning process to enable environmental considerations to influence project program and design, yet late enough to provide meaningful information for environmental assessment (CEQA Guidelines Section 15004(b)).

At this time, the City Council is not taking any action that would constitute approval of a project.

The City Council retains full discretion either to approve or disapprove the project. The appropriation of funds for further study is therefore exempt from environmental review pursuant to CEQA Guidelines, Section 15262 (feasibility and planning studies for possible future actions that have not been approved, adopted, or funded), as well as the general rule that CEQA only applies to “projects” that have the potential for causing a significant effect on the environment.

Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA (CEQA Guidelines, Section 15061(b)(3)).
26 Section 7, Item 7C

GENERAL PLAN CONSISTENCY
These projects implement multiple General Plan Goals, Policies, and Action Items.

FISCAL IMPACT
There is no fiscal associated with receiving this information.

PROCUREMENT PROCESS
This item does not include any procurement action. Any procurement actions reference in this staff report will follow the City’s procurement policy.

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- None
27 Section 7, Item 7C

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: February 17, 2026
FROM: SOO HO PARK, City Engineer
SUBJECT: CONSIDER Amendment 4 to the Well No. 9 Drought Resiliency Project Agreement for a Time Extension and Authorize the City Manager to Execute the Amendment. Staff Recommendation:

Approve Amendment 4.

EXECUTIVE SUMMARY
Consider amendment No. 4 for the for the Well No. 9 Drought Resiliency Project Agreement and authorize the City Manager to execute the amendment, which extends the deadline for funding expenditure to December 31, 2026.

BACKGROUND
On February 24, 2023, the Department of Water Resources Small Community Drought Relief Program and the City of Fowler entered into Funding Agreement No. 4600015027 for the design and construction of Well No. 9. The well located at the northeast corner of South Avenue and Stanford Avenue will provide redundancy and drought resiliency for the water system on the West side of town.

The initial grant agreement required all project work to be completed by December 31, 2024, with reimbursement requests submitted no later than March 31, 2025. The first amendment extended the project completion date through December 31, 2025. The second amendment increased the project budget by approximately $1.25M to bridge the funding gap for construction, based on construction bids received. Amendment 3 extended the construction activity expenditure deadline to February 26, 2026, and the reimbursement deadline to April 30, 2026. This latest Amendment 4 will amend the construction activity expenditure deadline to December 31, 2026, and the reimbursement deadline to March 31, 2027.

The well drilling and development testing of the well is complete. The project has expended approximately $2.1M to date and has drawn down the funding from previous appropriation years which was due to expire by February 2026. Therefore, having expended any expiring funds, the remaining $1.25M approximately may be extended by approving Amendment 4.

PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.
28 Section 7, Item 7D

ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act.

GENERAL PLAN CONSISTENCY
Policy PF-16
Design and construct water system infrastructure as needed to meet current and future water demands and system requirements.

FISCAL IMPACT
There is no change in the funding amount and this amendment only extends the funding expenditure deadline. The Well 9 DWR Drought Resiliency Grant provides a total of $3,325,425 and the remainder of the total project costs will be paid out of the City’s Well Maintenance fund.

PROCUREMENT PROCESS
No procurement is associated with this action.

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- Executed Funding Agreement
- Executed Amendment 1
- Executed Amendment 2
- Executed Amendment 3
- Amendment 4
29 Section 7, Item 7D
Grant Agreement No. 4600015027

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES
AGREEMENT NUMBER: 4600015027

FUNDING AGREEMENT BETWEEN THE STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES
AND

CITY OF FOWLER

FOR THE

CITY OF FOWLER DROUGHT RESILIENCY PROJECT

A PART OF THE SMALL COMMUNITY DROUGHT RELIEF PROGRAM

FUNDED BY
THE BUDGET ACT OF 2021 AS AMENDED
(STATS. 2022, ch. 44, § 25)
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 30 Section 7, Item 7D
Grant Agreement No. 4600015027

FUNDING AGREEMENT BETWEEN

THE STATE OF CALIFORNIA (DEPARTMENT OF WATER RESOURCES) AND

CITY OF FOWLER
4600015027

SMALL COMMUNITY DROUGHT RELIEF PROGRAM
THIS FUNDING AGREEMENT is entered into by and between the Department of Water Resources of the State of California, herein referred to as the "State" or “DWR” and the City of Fowler, a public agency in the State of California, duly organized, existing, and acting pursuant to the laws thereof, herein referred to as the "Grantee," which parties do hereby agree as follows:

1. PURPOSE. State shall provide funding pursuant to the Budget Act of 2021, as amended (Stats. 2022, ch. 44, § 25), to the Grantee to assist in financing the City of Fowler Drought Resiliency Project (Project). By executing this Agreement, the Grantee certifies that the purpose of the Project is in response to a drought scenario, as defined by Water Code section 13198(a) and is intended to: (1) address immediate impacts on human health and safety; (2) address immediate impacts on fish and wildlife resources; or, (3) provide water to persons or communities that lose or are threatened with the loss or contamination of water supplies.

2. TERM OF FUNDING AGREEMENT. The term of this Funding Agreement begins on the date this Funding Agreement is initially executed by State, through final payment plus three (3) years unless otherwise terminated or amended as provided in this Agreement. However, all work shall be completed by December 31, 2024, and no funds may be requested after March 31, 2025.

3. PROJECT COST. The reasonable cost of the Project is estimated to be $2,073,450.

4. FUNDING AMOUNT. The maximum amount payable by the State under this Agreement shall not exceed $2,073,450.

5. GRANTEE REQUIRED COST SHARE. Grantee agrees to fund the difference between the actual Project Cost in Paragraph 3 and the amount specified in Paragraph 4, if any.

6. BASIC CONDITIONS. State shall have no obligation to disburse money for the Project under this Funding Agreement until Grantee has satisfied the following conditions:

A. For the term of this Funding Agreement, Grantee submits timely Quarterly Progress Reports as required by Paragraph 13, “Submission of Reports.”
B. Grantee submits all deliverables as specified in Paragraph 13 of this Funding Agreement and in Exhibit A.

C.Prior to the commencement of construction or implementation activities, Grantee shall submit the following to the State:
i. Final plans and specifications certified by a California Registered Civil Engineer as to compliance for the Project as listed in Exhibit A of this Funding Agreement. ii. Work that is subject to the California Environmental Quality Act (CEQA) and or environmental permitting shall not proceed under this Funding Agreement until the following actions are performed:
a. Grantee submits to the State all applicable environmental permits as indicated on the Environmental Information Form to the State, and
b. Documents that satisfy the CEQA process are received by the State, and DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 31 Section 7, Item 7D
Grant Agreement No. 4600015027

c. Grantee receives written concurrence from the State of the Lead Agency’s CEQA document(s) and State notice of verification of environmental permit submittal.

State’s concurrence of Lead Agency’s CEQA documents is fully discretionary and shall constitute a condition precedent to any work (i.e., construction or implementation activities) for which it is required. Once CEQA documentation has been completed, State will consider the environmental documents and decide whether to continue to fund the Project or to require changes, alterations, or other mitigation. Grantee must also demonstrate that it has complied with all applicable requirements of the National Environmental Policy Act (NEPA) by submitting copies of any environmental documents, including environmental impact statements, Finding of No Significant Impact, mitigation monitoring programs, and environmental permits as may be required prior to beginning construction/implementation.

7. DISBURSEMENT OF FUNDS. State will disburse to Grantee the amount approved, subject to the availability of funds through normal State processes. Notwithstanding any other provision of this Funding Agreement, no disbursement shall be required at any time or in any manner which is in violation of, or in conflict with, federal or state laws, rules, or regulations pursuant to any federal statute or regulation. Any and all money disbursed to Grantee under this Funding Agreement shall be deposited in a separate account and shall be used solely to pay Eligible Project Costs.

8. ELIGIBLE PROJECT COST. Grantee shall apply State funds received only to Eligible Project Costs in accordance with applicable provisions of the law and Exhibit B. Eligible Project Costs include the reasonable costs of studies, engineering, design, land and easement acquisition, legal fees, preparation of environmental documentation, environmental mitigations, monitoring, and project construction. Reimbursable administrative expenses are the necessary costs incidental but directly related to the Project included in this Agreement. Work performed on the Project after April 29, 2022, shall be eligible for reimbursement.

Costs that are not eligible for reimbursement include, but are not limited to the following items:

A. Costs incurred prior to April 29, 2022.

B. Operation and maintenance costs, including post-construction performance and monitoring costs.

C. Purchase of equipment not an integral part of the Project.

D. Establishing a reserve fund.

E. Monitoring and assessment costs for efforts required after Project construction is complete.

F. Replacement of existing funding sources for ongoing programs.

G. Payment of federal or state taxes.

H. Costs incurred as part of any necessary response and cleanup activities required under the Comprehensive Environmental Response, Compensation, and Liability Act; Resource Conservation and Recovery Act; Hazardous Substances Account Act; or other applicable law.

I. Support of existing agency requirements and mandates (e.g., punitive regulatory agency requirement).

J. Purchase of land in excess of the minimum required acreage necessary to operate as an integral part of a project, as set forth and detailed by engineering and feasibility studies, or land purchased prior to April 29, 2022.

K. Overhead and indirect costs. “Indirect Costs” means those costs that are incurred for a common or joint purpose benefiting more than one cost objective and are not readily DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 32 Section 7, Item 7D
Grant Agreement No. 4600015027

assignable to the funded project (i.e., costs that are not directly related to the funded project).

Examples of Indirect Costs include but are not limited to: central service costs; general administration of the Grantee; non-project-specific accounting and personnel services performed within the Grantee’s organization; depreciation or use allowances on buildings and equipment; the costs of operating and maintaining non-project-specific facilities; tuition; conference fees; and, generic overhead or markup. This prohibition applies to the Grantee and any subcontract or sub-agreement for work on the Project that will be reimbursed pursuant to this Agreement.

9. METHOD OF PAYMENT. After the disbursement requirements in Paragraph 6 “Basic Conditions” are met, State will disburse the whole or portions of State funding to Grantee, following receipt from Grantee via US mail or Express mail delivery of a “wet signature” invoice, or an electronic invoice certified and transmitted via DocuSign for costs incurred, including Cost Share, and timely Quarterly Progress Reports as required by Paragraph 13, “Submission of Reports.” Payment will be made no more frequently than monthly, in arrears, upon receipt of an invoice bearing the Funding Agreement number. State will notify Grantee, in a timely manner, whenever, upon review of an Invoice, State determines that any portion or portions of the costs claimed are not eligible costs or is not supported by documentation or receipts acceptable to State. Grantee may, within thirty (30) calendar days of the date of receipt of such notice, submit additional documentation to State to cure such deficiency(ies). If Grantee fails to submit adequate documentation curing the deficiency(ies), State will adjust the pending invoice by the amount of ineligible or unapproved costs.

Invoices submitted by Grantee shall include the following information:

A. Costs incurred for work performed in implementing the Project during the period identified in the particular invoice.

B. Costs incurred for any interests in real property (land or easements) that have been necessarily acquired for the Project during the period identified in the particular invoice for the implementation of the Project.

C. Invoices shall be submitted on forms provided by State and shall meet the following format requirements:
i. Invoices must contain the date of the invoice, the time period covered by the invoice, and the total amount due.
ii. Invoices must be itemized based on the categories (i.e., tasks) specified in Exhibit B. The amount claimed for salaries/wages/consultant fees must include a calculation formula (i.e., hours or days worked times the hourly or daily rate = the total amount claimed). iii. One set of sufficient evidence (i.e., receipts, copies of checks, timesheets) must be provided for all costs included in the invoice.
iv. Each invoice shall clearly delineate those costs claimed for reimbursement from the State’s funding amount, as depicted in Paragraph 4, “Funding Amount” and those costs that represent Grantee’s costs, as applicable, in Paragraph 5, “Grantee Required Cost Share.” v. Invoices can be submitted by one of the following methods. a. Via email at [email protected]
b. Mail the invoice with the original “wet signature” to the following address: Josh Bannister, Department of Water Resources, South Central Region Office, 619 N.

Laverne Avenue, Suite 104, Fresno, CA 93727
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 33 Section 7, Item 7D
Grant Agreement No. 4600015027

All invoices submitted shall be accurate and signed under penalty of law. Any and all costs submitted pursuant to this Agreement shall only be for the tasks set forth herein. The Grantee shall not submit any invoice containing costs that are ineligible or have been reimbursed from other funding sources unless required and specifically noted as such (i.e., match costs/cost share). Any eligible costs for which the Grantee is seeking reimbursement shall not be reimbursed from any other source. Double or multiple billing for time, services, or any other eligible cost is illegal and constitutes fraud. Any suspected occurrences of fraud, forgery, embezzlement, theft, or any other misuse of public funds may result in suspension of disbursements of grant funds and/or termination of this Agreement requiring the repayment of all funds disbursed hereunder plus interest. Additionally, the State may request an audit pursuant to Paragraph D.5 and refer the matter to the Attorney General’s Office or the appropriate district attorney’s office for criminal prosecution or the imposition of civil liability. (Civ. Code, §§ 1572- 1573; Pen. Code, §§ 115, 470, 487-489.)

10. WITHHOLDING OF DISBURSEMENTS BY STATE. If State determines that the Project is not being implemented in accordance with the provisions of this Funding Agreement, or that Grantee has failed in any other respect to comply with the provisions of this Funding Agreement, and if Grantee does not remedy any such failure to State’s satisfaction, State may withhold from Grantee all or any portion of the State funding and take any other action that it deems necessary to protect its interests. Where a portion of the State funding has been disbursed to the Grantee and State notifies Grantee of its decision not to release funds that have been withheld pursuant to Paragraph 11, the portion that has been disbursed shall thereafter be repaid immediately as directed by State. State may consider Grantee’s refusal to repay the requested disbursed amount a contract breach subject to the default provisions in Paragraph 11, “Default Provisions.” If State notifies Grantee of its decision to withhold the entire funding amount from Grantee pursuant to this Paragraph, this Funding Agreement shall terminate upon receipt of such notice by Grantee and the State shall no longer be required to provide funds under this Funding Agreement and the Funding Agreement shall no longer be binding on either party.

11. DEFAULT PROVISIONS. Grantee will be in default under this Funding Agreement if any of the following occur:

A. Substantial breaches of this Funding Agreement, or any supplement or amendment to it, or any other agreement between Grantee and State evidencing or securing Grantee’s obligations.

B. Making any false warranty, representation, or statement with respect to this Funding Agreement, the application, or any documents filed to obtain grant funding.

C. Failure to operate or maintain the Project in accordance with this Funding Agreement.

D. Failure to make any remittance required by this Funding Agreement, including any remittance recommended as the result of an audit conducted pursuant to Paragraph D.5.

E. Failure to submit timely progress reports.

F. Failure to routinely invoice State.

G. Failure to meet any of the requirements set forth in Paragraph 12, “Continuing Eligibility.” Should an event of default occur, State shall provide a notice of default to the Grantee and shall give Grantee at least ten (10) calendar days to cure the default from the date the notice is sent via first-class mail to the Grantee. If the Grantee fails to cure the default within the time prescribed by the State, State may do any of the following:

A. Declare the funding disbursed be immediately repaid.

DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 34 Section 7, Item 7D
Grant Agreement No. 4600015027

B. Terminate any obligation to make future payments to Grantee.

C. Terminate the Funding Agreement.

D. Take any other action that it deems necessary to protect its interests.

In the event State finds it necessary to enforce this provision of this Funding Agreement in the manner provided by law, Grantee agrees to pay all costs incurred by State including, but not limited to, reasonable attorneys' fees, legal expenses, and costs.

12. CONTINUING ELIGIBILITY. Grantee must meet the following ongoing requirement(s) to remain eligible to receive State funds:

A. Grantee must adhere to the protocols developed pursuant to The Open and Transparent Water Data Act (Wat. Code, § 12406) for data sharing, transparency, documentation, and quality control.

B. If the Grantee diverting surface water, the Grantee must maintain compliance with diversion reporting requirements as outlined in Water Code section 5100 et seq.

C. If applicable, maintain compliance with the Urban Water Management Planning Act (Wat. Code, § 10610 et seq.).

D. If applicable, maintain compliance with Sustainable Water Use and Demand Reduction requirements outlined in Water Code Section 10608, et seq.

E. On March 4, 2022, the Governor issued Executive Order N-6-22 (the EO) regarding Economic Sanctions against Russia and Russian entities and individuals. The EO may be found at:
https://www.gov.ca.gov/wp-content/uploads/2022/03/3.4.22-Russia-Ukraine-ExecutiveOrder.pdf. “Economic Sanctions” refers to sanctions imposed by the U.S. government in response to Russia’s actions in Ukraine, as well as any sanctions imposed under State law.

The EO directs DWR to terminate funding agreements with, and to refrain from entering any new agreements with, individuals or entities that are determined to be a target of Economic Sanctions. Accordingly, should the State determine that the Grantee is a target of Economic Sanctions or is conducting prohibited transactions with sanctioned individuals or entities, that shall be grounds for termination of this Agreement. The State shall provide the Grantee advance written notice of such termination, allowing the Grantee at least 30 calendar days to provide a written response. Termination shall be at the sole discretion of the State.

13. SUBMISSION OF REPORTS. The submittal and approval of all reports is a requirement for the successful completion of this Funding Agreement. Reports shall meet generally accepted professional standards for technical reporting and shall be proofread for content, numerical accuracy, spelling, and grammar prior to submittal to State. All reports shall be submitted to the State’s Project Manager and shall be submitted via email or DWR’s “Grant Review and Tracking System” (GRanTS). If requested, Grantee shall promptly provide any additional information deemed necessary by State for the approval of reports. Reports shall be presented in the formats described in the applicable portion of Exhibit F. The timely submittal of reports is a requirement for initial and continued disbursement of State funds. Submittal and subsequent approval by the State, of a Project Completion Report is a requirement for the release of any funds retained for such project.

A. Quarterly Progress Reports: Grantee shall submit Quarterly Progress Reports to meet the State’s requirement for disbursement of funds. Quarterly Progress Reports shall be sent directly to the Project Manager via email or uploaded via GRanTS, and the State’s Project Manager notified of upload. Quarterly Progress Reports shall, in part, provide a brief description of the work performed, Grantee’s activities, milestones achieved, any DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 35 Section 7, Item 7D
Grant Agreement No. 4600015027

accomplishments and any problems encountered in the performance of the work under this Funding Agreement during the reporting period. The first Quarterly Progress Report should be submitted to the State no later than three months after the execution of the agreement with future reports then due on successive three-month increments based on the invoicing schedule and this date.

B. Project Completion Report: Grantee shall prepare and submit to State a Project Completion Report for the Project. Grantee shall submit the Project Completion Report within ninety (90) calendar days of project completion. The Project Completion Report shall include, in part, a description of actual work done, any changes or amendments to the Project, and a final schedule showing actual progress versus planned progress, copies of any final documents or reports generated or utilized during the Project. The Project Completion Report shall also include, if applicable, certification of final project by a registered civil engineer, consistent with Standard Condition D.17, “Final Inspections and Certification of Registered Civil Engineer”. A DWR “Certification of Project Completion” form will be provided by the State.

14. OPERATION AND MAINTENANCE OF PROJECT. For the useful life of construction and implementation projects and in consideration of the funding made by State, Grantee agrees to ensure or cause to be performed the commencement and continued operation of the Project, and shall ensure or cause the Project to be operated in an efficient and economical manner; shall ensure all repairs, renewals, and replacements necessary to the efficient operation of the same are provided; and shall ensure or cause the same to be maintained in as good and efficient condition as upon its construction, ordinary and reasonable wear and depreciation excepted. The State shall not be liable for any cost of such maintenance, management, or operation. Grantee or their successors may, with the written approval of State, transfer this responsibility to use, manage, and maintain the property. For purposes of this Funding Agreement, “useful life” means period during which an asset, property, or activity is expected to be usable for the purpose it was acquired or implemented; “operation costs” include direct costs incurred for material and labor needed for operations, utilities, insurance, and similar expenses, and “maintenance costs” include ordinary repairs and replacements of a recurring nature necessary for capital assets and basic structures and the expenditure of funds necessary to replace or reconstruct capital assets or basic structures. Refusal of Grantee to ensure operation and maintenance of the Project in accordance with this provision may, at the option of State, be considered a breach of this Funding Agreement and may be treated as default under Paragraph 11, “Default Provisions.”

15. NOTIFICATION OF STATE. Grantee shall promptly notify State, in writing, of the following items:

A. Events or proposed changes that could affect the scope, budget, or work performed under this Funding Agreement. Grantee agrees that no substantial change in the scope of the Project will be undertaken until written notice of the proposed change has been provided to State and State has given written approval for such change. Substantial changes generally include changes to the scope of work, schedule or term, and budget.

B. Any public or media event publicizing the accomplishments and/or results of this Funding Agreement and provide the opportunity for attendance and participation by State’s representatives. Grantee shall make such notification at least 14 calendar days prior to the event.

C. Discovery of any potential archaeological or historical resource. Should a potential archaeological or historical resource be discovered during construction, the Grantee agrees that all work in the area of the find will cease until a qualified archaeologist has evaluated the situation and made recommendations regarding preservation of the resource, and the State has determined what actions should be taken to protect and preserve the resource. The DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 36 Section 7, Item 7D
Grant Agreement No. 4600015027

Grantee agrees to implement appropriate actions as directed by the State.

D. The initiation of any litigation or the threat of litigation against the Grantee regarding the Project or that may affect the Project in any way.

E. Final inspection of the completed work on a project by a Registered Civil Engineer, in accordance with Standard Condition D.17, “Final Inspections and Certification of Registered Civil Engineer.” Grantee shall notify the State’s Project Manager of the inspection date at least 14 calendar days prior to the inspection in order to provide State the opportunity to participate in the inspection.

16. NOTICES. Any notice, demand, request, consent, or approval that either party desires or is required to give to the other party under this Funding Agreement shall be in writing. Notices may be transmitted by any of the following means:

A. By delivery in person.

B. By certified U.S. mail, return receipt requested, postage prepaid.

C. By “overnight” delivery service, provided that next-business-day delivery is requested by the sender.

D. By electronic means.

E. Notices delivered in person will be deemed effective immediately on receipt (or refusal of delivery or receipt). Notices sent by certified mail will be deemed effective given ten (10) calendar days after the date deposited with the U. S. Postal Service. Notices sent by overnight delivery service will be deemed effective one business day after the date deposited with the delivery service. Notices sent electronically will be effective on the date of transmission, which is documented in writing. Notices shall be sent to the below addresses. Either party may, by written notice to the other, designate a different address that shall be substituted for the one below.

17. PERFORMANCE EVALUATION. Upon completion of this Funding Agreement, Grantee’s performance will be evaluated by the State and a copy of the evaluation will be placed in the State file and a copy sent to the Grantee.

DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 37 Section 7, Item 7D
Grant Agreement No. 4600015027

18. PROJECT REPRESENTATIVES. The Project Representatives during the term of this Funding Agreement are as follows:

Department of Water Resources
Arthur Hinojosa
Manager, Division of Regional Assistance
P.O. Box 942836
Sacramento, CA 94236
Phone: (916) 902-6713
Email: [email protected]
City of Fowler
Wilma Tucker
City Manager
128 S. 5th Street
Fowler, CA 93625
Phone: (559) 834-3113
Email:[email protected]
Direct all inquiries to the Project Manager:

Department of Water Resources
Josh Bannister
Water Resource Engineer
South Central Region Office
691 N. Laverne Ave, Suite 104
Fresno, CA 93727
Phone: (916) 820-7622
Email: [email protected]
City of Fowler
Dario Dominguez
Public Works Director
128 S. 5th Street
Fowler, CA 93625
Phone: (559) 834-3113
Email:[email protected]
Either party may change its Project Representative or Project Manager upon written notice to the other party.

19. STANDARD PROVISIONS AND INTEGRATION. This Funding Agreement is complete and is the final Agreement between the parties. The following Exhibits are attached and made a part of this Funding Agreement by this reference:

Exhibit A – WORK PLAN
Exhibit B – BUDGET
Exhibit C – SCHEDULE
Exhibit D – STANDARD CONDITIONS
Exhibit E – GRANTEE’S AUTHORIZING RESOLUTION
Exhibit F – REPORT FORMATS AND REQUIREMENTS
Exhibit G – STATE AUDIT DOCUMENT REQUIREMENTS
Exhibit H – INFORMATION NEEDED FOR ESCROW PROCESSING AND CLOSURE Exhibit I – APPRAISAL SPECIFICATIONS
Exhibit J – ADVANCE PAYMENT
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 38 Section 7, Item 7D
Grant Agreement No. 4600015027

IN WITNESS WHEREOF, the parties hereto have executed this Funding Agreement.

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES
______________________________
Arthur Hinojosa, Manager
Division of Regional Assistance
Date__________________________
Approved as to Legal Form and Sufficiency
______________________________
Robin Brewer, Assistant General Counsel
Office of General Counsel

CITY OF FOWLER
______________________________
Wilma Tucker, City Manager
Date__________________________
Date__________________________
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 2/24/2023
For
2/24/2023
2/24/2023
39 Section 7, Item 7D
Grant Agreement No. 4600015027

Exhibit A

WORK PLAN
Project Title: City of Fowler Drought Resiliency Project Grantee: City of Fowler
Project Description: The Project is comprised of constructing a new well (Well 9) on the west side of the system and equipping it with necessary piping, a backup generator, and other appurtenances to improve water supply resiliency for the community, especially as water levels decline due to the current drought.

The Grantee’s water system has only one production well (Well 8) on the west side of State Route 99 (SR99) and three small diameter connection points from the west side of the system to the east side of the system where most of the supply sources are located. This water system functions, in some regards, as two separate components of the overall water system due to the minimal connectivity between the west and the east side of the Grantee’s water system.

Task 1 – Project Administration
This task includes project administration, invoicing, and reporting.

Project administration includes working with DWR to develop and execute the Funding Agreement, administration of the Project including overseeing the budget and schedule, making payments to engineers and contractors after inspections and/or approval of work, and other activities related to the completion of the Project. Administration includes attending weekly/monthly meetings (as needed) with DWR Project Manager and other meetings required with approval agencies.

Invoicing includes preparing and submitting invoices and appropriate backup documentation to the DWR Project Manager describing the work completed and listing the costs incurred during the billing cycle.

Reporting includes preparing and submitting progress reports to DWR. Prepare quarterly reports and submit them to DWR. Draft Project Completion Report and submit for DWR comment. Prepare final Project Completion Report incorporating DWR comments. All reports should be prepared as specified in Exhibit F of this Agreement.

Deliverables:
• Invoices and supporting documents
• Quarterly progress reports
• Draft Project Completion Report
• Final Project Completion Report
• Auditable Records
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 40 Section 7, Item 7D
Grant Agreement No. 4600015027

Task 2 – CEQA Documentation and Permitting
This task includes completing the Environmental Information Form (EIF), preparing documentation to satisfy CEQA compliance, and obtaining permits for the Project. DWR will review CEQA documentation for concurrence prior to beginning construction. The Grantee is responsible for obtaining the permits needed for the Project.

Deliverables:
• Environmental Information Form
• Final CEQA documentation
• Copies of other necessary permits
Task 3 – Design and Engineering Services
This task includes preparing design documents to indicate the location of all proposed water system improvements including plans and specifications for Well 9 with a production capacity of approximately 1,200 gallons per minute, discharge piping, valves, and other appurtenances. This task also includes engineering services during bid solicitation and construction.

This task includes well site evaluation, schematic design, boundary and topographical survey, geotechnical investigation, final design, application for electrical service to the well site, construction documents (plans and specifications), and opinion of probable construction cost. This task will also include preparing bid documents, advertising for construction, and awarding construction contracts.

Once construction documents are finalized, the Grantee will solicit bids from qualified contractors for the construction of the Project.

Deliverables:
• Design documents
• Final design plans, specifications, and cost estimates • Copy of Bid Documents
• Proof of Advertisements
• Copy of awarded contracts
• Copy of Notices to Proceed
Task 4 – Construction
This task includes constructing Well 9 and other associated improvements. Construction will be divided into three components: (1) filling the existing storm drain pond; (2) drilling a pilot hole for water quality testing and constructing a production well; and (3) constructing well site improvements and equipping the well. The detailed construction activities are as follows. • Demolish, remove, and dispose of existing facilities inside the storm drain pond. • Backfill the storm drain pond with compacted fill material. • Drill pilot hole to conduct zone sampling for the final well design. • Construct production well after water quality test results are received.

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• Construct well site improvements including site grading, discharge piping, equipping the well, electrical equipment with enclosure, and fencing with access gates to protect the new well site. • Install a standby generator as a backup power supply.

This task also includes construction management, owner electrical utility service fees, environmental pre-construction surveys (if required), materials and water quality testing, and construction administration and review. In addition, this task will include engineering and surveying services during construction, including construction staking, submittal review, response to requests for information (RFI), periodic site visits, and preparation of as-built drawings.

Deliverables:
• Zone sampling test results
• Water quality analyses
• Well completion report
• Well logs
• Construction photos
• Certification of Project Completion
• As-built drawings
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 42 Section 7, Item 7D
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Exhibit B
BUDGET
All work associated with the Project must be completed prior to payment of retention. The Grantee is required to maintain all financial documents related to the Project in accordance with Exhibit G (State Audit Document Requirements for Grantees).

Task Funding
Amount
Task 1 – Project Administration $51,900
Task 2 – CEQA Documentation and Permitting $54,600
Task 3 – Design and Engineering Services $362,200
Task 4 – Construction $1,604,750
Grand Total $2,073,450
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 43 Section 7, Item 7D
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Exhibit C

SCHEDULE
Task Start Date End Date
Task 1 – Project Administration 4/29/2022 12/31/2024
Task 2 – CEQA Documentation and Permitting 11/30/2022 8/31/2023 Task 3 – Design and Engineering Services 11/30/2022 8/31/2023 Task 4 – Construction 8/1/2023 12/31/2024
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 44 Section 7, Item 7D
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Exhibit D

STANDARD CONDITIONS
D.1. ACCOUNTING AND DEPOSIT OF FUNDING DISBURSEMENT:

A. Separate Accounting of Funding Disbursements: Grantee shall account for the money disbursed pursuant to this Funding Agreement separately from all other Grantee funds.

Grantee shall maintain audit and accounting procedures that are in accordance with generally accepted accounting principles and practices, consistently applied. Grantee shall keep complete and accurate records of all receipts and disbursements on expenditures of such funds. Grantee shall require its contractors or subcontractors to maintain books, records, and other documents pertinent to their work in accordance with generally accepted accounting principles and practices. Records are subject to inspection by State at any and all reasonable times.

B. Disposition of Money Disbursed: All money disbursed pursuant to this Funding Agreement shall be deposited in a separate account, administered, and accounted for pursuant to the provisions of applicable law.

C. Remittance of Unexpended Funds: Grantee shall remit to State any unexpended funds that were disbursed to Grantee under this Funding Agreement and were not used to pay Eligible Project Costs within a period of sixty (60) calendar days from the final disbursement from State to Grantee of funds or, within thirty (30) calendar days of the expiration of the Funding Agreement, whichever comes first.

D.2. ACKNOWLEDGEMENT OF CREDIT AND SIGNAGE: Grantee shall include appropriate acknowledgement of credit to the State for its support when promoting the Project or using any data and/or information developed under this Funding Agreement. Signage shall be posted in a prominent location at Project site(s) (if applicable) or at the Grantee’s headquarters and shall include the Department of Water Resources color logo and the following disclosure statement:
“Funding for this project has been provided in full or in part from the State Department of Water Resources.” The Grantee shall also include in each of its contracts for work under this Agreement a provision that incorporates the requirements stated within this Paragraph.

D.3. AMENDMENT: This Funding Agreement may be amended at any time by mutual agreement of the Parties, except insofar as any proposed amendments are in any way contrary to applicable law. Requests by the Grantee for amendments must be in writing stating the amendment request and the reason for the request. Requests solely for a time extension must be submitted at least 90 days prior to the work completion date set forth in Paragraph 2. Any other request for an amendment must be submitted at least 180 days prior to the work completion date set forth in Paragraph 2. State shall have no obligation to agree to an amendment.

D.4. AMERICANS WITH DISABILITIES ACT: By signing this Funding Agreement, Grantee assures State that it complies with the Americans with Disabilities Act (ADA) of 1990, (42 U.S.C. § 12101 et seq.), which prohibits discrimination on the basis of disability, as well as all applicable regulations and guidelines issued pursuant to the ADA.

D.5. AUDITS: State reserves the right to conduct an audit at any time between the execution of this Funding Agreement and the completion of the Project, with the costs of such audit borne by State. After completion of the Project, State may require Grantee to conduct a final audit to State’s specifications, at Grantee’s expense, such audit to be conducted by and a report prepared by an independent Certified Public Accountant. Failure or refusal by Grantee to comply with this provision shall be considered a breach of this Funding Agreement, and State DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 45 Section 7, Item 7D
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may elect to pursue any remedies provided in Paragraph 11 or take any other action it deems necessary to protect its interests. The Grantee agrees it shall return any audit disallowances to the State.

Pursuant to Government Code section 8546.7, the Grantee shall be subject to the examination and audit by the State for a period of three (3) years after final payment under this Funding Agreement with respect of all matters connected with this Funding Agreement, including but not limited to, the cost of administering this Funding Agreement. All records of Grantee or its contractor or subcontractors shall be preserved for this purpose for at least three (3) years after receipt of the final disbursement under this Agreement.

D.6. BUDGET CONTINGENCY: If the Budget Act of the current year covered under this Funding Agreement does not appropriate sufficient funds for this program, this Funding Agreement shall be of no force and effect. This provision shall be construed as a condition precedent to the obligation of State to make any payments under this Funding Agreement. In this event, State shall have no liability to pay any funds whatsoever to Grantee or to furnish any other considerations under this Funding Agreement and Grantee shall not be obligated to perform any provisions of this Funding Agreement. Nothing in this Funding Agreement shall be construed to provide Grantee with a right of priority for payment over any other Grantee. If funding for any fiscal year after the current year covered by this Funding Agreement is reduced or deleted by the Budget Act, by Executive Order, or by order of the Department of Finance, the State shall have the option to either cancel this Funding Agreement with no liability occurring to State or offer a Funding Agreement amendment to Grantee to reflect the reduced amount.

D.7. CEQA: Activities funded under this Funding Agreement, regardless of funding source, must be in compliance with the California Environmental Quality Act (CEQA). (Pub. Resources Code, § 21000 et seq.) Any work that is subject to CEQA and funded under this Agreement shall not proceed until documents that satisfy the CEQA process are received by the State’s Project Manager and the State has completed its CEQA compliance. Work funded under this Agreement that is subject to a CEQA document shall not proceed until and unless approved by the Department of Water Resources. Such approval is fully discretionary and shall constitute a condition precedent to any work for which it is required. If CEQA compliance by the Grantee is not complete at the time the State signs this Agreement, once State has considered the environmental documents, it may decide to require changes, alterations, or other mitigation to the Project; or to not fund the Project. Should the State decide to not fund the Project, this Agreement shall be terminated in accordance with Paragraph 11.

D.8. CHILD SUPPORT COMPLIANCE ACT: The Grantee acknowledges in accordance with Public Contract Code section 7110, that:

A. The Grantee recognizes the importance of child and family support obligations and shall fully comply with all applicable state and federal laws relating to child and family support enforcement, including, but not limited to, disclosure of information and compliance with earnings assignment orders, as provided in Family Code section 5200 et seq.; and B. The Grantee, to the best of its knowledge, is fully complying with the earnings assignment orders of all employees and is providing the names of all new employees to the New Hire Registry maintained by the California Employment Development Department.

D.9. CLAIMS DISPUTE: Any claim that the Grantee may have regarding performance of this Agreement including, but not limited to, claims for additional compensation or extension of time, shall be submitted to the DWR Project Representative, within thirty (30) days of the Grantee’s knowledge of the claim. State and Grantee shall then attempt to negotiate a DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 46 Section 7, Item 7D
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resolution of such claim and process an amendment to this Agreement to implement the terms of any such resolution.

D.10. COMPETITIVE BIDDING AND PROCUREMENTS: Grantee’s contracts with other entities for the acquisition of goods and services and construction of public works with funds provided by State under this Funding Agreement must be in writing and shall comply with all applicable laws and regulations regarding the securing of competitive bids and undertaking competitive negotiations. If the Grantee does not have a written policy to award contracts through a competitive bidding or sole source process, the Department of General Services’ State Contracting Manual rules must be followed and are available at:
https://www.dgs.ca.gov/OLS/Resources/Page-Content/Office-of-Legal-Services-ResourcesList-Folder/State-Contracting.

D.11. COMPUTER SOFTWARE: Grantee certifies that it has appropriate systems and controls in place to ensure that state funds will not be used in the performance of this Funding Agreement for the acquisition, operation, or maintenance of computer software in violation of copyright laws.

D.12. CONFLICT OF INTEREST: All participants are subject to State and Federal conflict of interest laws. Failure to comply with these laws, including business and financial disclosure provisions, will result in the application being rejected and any subsequent contract being declared void.

Other legal action may also be taken. Applicable statutes include, but are not limited to, Government Code section 1090 and Public Contract Code sections 10410 and 10411, for State conflict of interest requirements.

A. Current State Employees: No State officer or employee shall engage in any employment, activity, or enterprise from which the officer or employee receives compensation or has a financial interest, and which is sponsored or funded by any State agency, unless the employment, activity, or enterprise is required as a condition of regular State employment.

No State officer or employee shall contract on his or her own behalf as an independent contractor with any State agency to provide goods or services.

B. Former State Employees: For the two-year period from the date, he or she left State employment, no former State officer or employee may enter into a contract in which he or she engaged in any of the negotiations, transactions, planning, arrangements, or any part of the decision-making process relevant to the contract while employed in any capacity by any State agency. For the twelve-month period from the date, he or she left State employment, no former State officer or employee may enter into a contract with any State agency if he or she was employed by that State agency in a policy-making position in the same general subject area as the proposed contract within the twelve-month period prior to his or her leaving State service.

C. Employees of the Grantee: Employees of the Grantee shall comply with all applicable provisions of law pertaining to conflicts of interest, including but not limited to any applicable conflict of interest provisions of the California Political Reform Act. (Gov. Code, § 87100 et seq.)
D. Employees and Consultants to the Grantee: Individuals working on behalf of the Grantee may be required by the Department to file a Statement of Economic Interests (Fair Political Practices Commission Form 700) if it is determined that an individual is a consultant for Political Reform Act purposes.

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D.13. DELIVERY OF INFORMATION, REPORTS, AND DATA: Grantee agrees to expeditiously provide throughout the term of this Funding Agreement, such reports, data, information, and certifications as may be reasonably required by State.

D.14. DISPOSITION OF EQUIPMENT: Grantee shall provide to State, not less than 30 calendar days prior to submission of the final invoice, an itemized inventory of equipment purchased with funds provided by State. The inventory shall include all items with a current estimated fair market value of more than $5,000.00 per item. Within 60 calendar days of receipt of such inventory, State shall provide Grantee with a list of the items on the inventory that State will take title to. All other items shall become the property of Grantee. State shall arrange for delivery from Grantee of items that it takes title to. Cost of transportation, if any, shall be borne by State.

D.15. DRUG-FREE WORKPLACE CERTIFICATION: Certification of Compliance: By signing this Funding Agreement, Grantee, its contractors or subcontractors hereby certify, under penalty of perjury under the laws of State of California, compliance with the requirements of the DrugFree Workplace Act of 1990 (Gov. Code, § 8350 et seq.) and have or will provide a drug-free workplace by taking the following actions:

A. Publish a statement notifying employees, contractors, and subcontractors that unlawful manufacture, distribution, dispensation, possession, or use of a controlled substance is prohibited and specifying actions to be taken against employees, contractors, or subcontractors for violations, as required by the Government Code section 8355.

B. Establish a Drug-Free Awareness Program, as required by Government Code section 8355 to inform employees, contractors, or subcontractors about all of the following:
i. The dangers of drug abuse in the workplace,
ii. Grantee’s policy of maintaining a drug-free workplace, iii. Any available counseling, rehabilitation, and employee assistance programs, and iv. Penalties that may be imposed upon employees, contractors, and subcontractors for drug abuse violations.

C. Provide, as required by Government Code section 8355, that every employee, contractor, and/or subcontractor who works under this Funding Agreement:
i. Will receive a copy of Grantee’s drug-free policy statement, and ii. Will agree to abide by terms of Grantee’s condition of employment, contract, or subcontract.

D.16. EASEMENTS: Where the Grantee acquires property in fee title or funds improvements to real property already owned in fee by the Grantee using State funds provided through this Funding Agreement, an appropriate easement or other title restriction providing for floodplain preservation and agricultural and/or wildlife habitat conservation for the subject property in perpetuity, approved by the State, shall be conveyed to a regulatory or trustee agency or conservation group acceptable to the State. The easement or other title restriction must be in the first position ahead of any recorded mortgage or lien on the property unless this requirement is waived by the State.

Where the Grantee acquires an easement under this Agreement, the Grantee agrees to monitor and enforce the terms of the easement, unless the easement is subsequently transferred to another land management or conservation organization or entity with State DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 48 Section 7, Item 7D
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permission, at which time monitoring and enforcement responsibilities will transfer to the new easement owner.

Failure to provide an easement acceptable to the State may result in termination of this Agreement.

D.17. FINAL INSPECTIONS AND CERTIFICATION OF REGISTERED CIVIL ENGINEER: Upon completion of the Project, Grantee shall provide for a final inspection and certification by a California Registered Civil Engineer that the Project has been completed in accordance with submitted final plans and specifications and any modifications thereto and in accordance with this Funding Agreement.

D.18. GOVERNING LAW: This Funding Agreement is governed by and shall be interpreted in accordance with the laws of the State of California.

D.19. GRANTEE'S RESPONSIBILITIES: Grantee and its representatives shall:

A. Faithfully and expeditiously perform or cause to be performed all project work as described in Exhibit A (Work Plan) and in accordance with Project Exhibit B (Budget) and Exhibit C (Schedule).

B. Accept and agree to comply with all terms, provisions, conditions, and written commitments of this Funding Agreement, including all incorporated documents, and to fulfill all assurances, declarations, representations, and statements made by Grantee in the application, documents, amendments, and communications filed in support of its request for funding.

C. Comply with all applicable California, federal, and local laws and regulations.

D. Implement the Project in accordance with applicable provisions of the law.

E. Fulfill its obligations under the Funding Agreement and be responsible for the performance of the Project.

F. Obtain any and all permits, licenses, and approvals required for performing any work under this Funding Agreement, including those necessary to perform design, construction, or operation and maintenance of the Project. Grantee shall provide copies of permits and approvals to State.

G. Be solely responsible for design, construction, and operation, and maintenance of the Project. Review or approval of plans, specifications, bid documents, or other construction documents by State is solely for the purpose of proper administration of funds by State and shall not be deemed to relieve or restrict responsibilities of Grantee under this Agreement.

H. Be solely responsible for all work and for persons or entities engaged in work performed pursuant to this Agreement, including, but not limited to, contractors, subcontractors, suppliers, and providers of services. The Grantee shall be responsible for any and all disputes arising out of its contracts for work on the Project, including but not limited to payment disputes with contractors and subcontractors. The State will not mediate disputes between the Grantee and any other entity concerning responsibility for performance of work.

D.20. INDEMNIFICATION: Grantee shall indemnify and hold and save the State, its officers, agents, and employees, free and harmless from any and all liabilities for any claims and damages (including inverse condemnation) that may arise out of the Project and this Agreement, including any breach of this Agreement. Grantee shall require its contractors or subcontractors DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 49 Section 7, Item 7D
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to name the State, its officers, agents and employees as additional insureds on their liability insurance for activities undertaken pursuant to this Agreement.

D.21. INDEPENDENT CAPACITY: Grantee, and the agents and employees of the Grantee, in the performance of the Funding Agreement, shall act in an independent capacity and not as officers, employees, or agents of the State.

D.22. INSPECTION OF BOOKS, RECORDS, AND REPORTS: During regular office hours, each of the parties hereto and their duly authorized representatives shall have the right to inspect and to make copies of any books, records, or reports of either party pertaining to this Funding Agreement or matters related hereto. Each of the parties hereto shall maintain and shall make available at all times for such inspection accurate records of all its costs, disbursements, and receipts with respect to its activities under this Funding Agreement. Failure or refusal by Grantee to comply with this provision shall be considered a breach of this Funding Agreement, and State may withhold disbursements to Grantee or take any other action it deems necessary to protect its interests.

D.23. INSPECTIONS OF PROJECT BY STATE: State shall have the right to inspect the work being performed at any and all reasonable times during the term of the Grantee. This right shall extend to any subcontracts, and Grantee shall include provisions ensuring such access in all its contracts or subcontracts entered into pursuant to its Funding Agreement with State.

D.24. LABOR CODE COMPLIANCE: The Grantee agrees to be bound by all the provisions of the Labor Code regarding prevailing wages and shall monitor all contracts subject to reimbursement from this Agreement to assure that the prevailing wage provisions of the Labor Code are being met. Current Department of Industrial Relations (DIR) requirements may be found at: http://www.dir.ca.gov/lcp.asp. For more information, please refer to DIR’s Public Works Manual at: http://www.dir.ca.gov/dlse/PWManualCombined.pdf. The Grantee affirms that it is aware of the provisions of section 3700 of the Labor Code, which requires every employer to be insured against liability for workers’ compensation or to undertake selfinsurance, and the Grantee affirms that it will comply with such provisions before commencing the performance of the work under this Agreement and will make its contractors and subcontractors aware of this provision.

D.25. MODIFICATION OF OVERALL WORK PLAN: At the request of the Grantee, the State may at its sole discretion approve non-material changes to the portions of Exhibits A, B, and C that concern the budget and schedule without formally amending this Funding Agreement. Nonmaterial changes with respect to the budget are changes that only result in reallocation of the budget and will not result in an increase in the amount of the State Funding Agreement. Nonmaterial changes with respect to the Project schedule are changes that will not extend the term of this Funding Agreement. Requests for non-material changes to the budget and schedule must be submitted by the Grantee to the State in writing and are not effective unless and until specifically approved by the State’s Program Manager in writing.

D.26. NONDISCRIMINATION: During the performance of this Funding Agreement, Grantee and its contractors or subcontractors shall not unlawfully discriminate, harass, or allow harassment against any employee or applicant for employment because of sex (gender), sexual orientation, race, color, ancestry, religion, creed, national origin (including language use restriction), pregnancy, physical disability (including HIV and AIDS), mental disability, medical condition (cancer/genetic characteristics), age (over 40), marital/domestic partner status, gender identity, and denial of medical and family care leave or pregnancy disability leave.

Grantee and its contractors or subcontractors shall ensure that the evaluation and treatment of their employees and applicants for employment are free from such discrimination and DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 50 Section 7, Item 7D
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harassment. Grantee and its contractors or subcontractors shall comply with the provisions of the California Fair Employment and Housing Act (Gov. Code, § 12990.) and the applicable regulations promulgated thereunder (Cal. Code Regs., tit. 2, § 11000 et seq.). The applicable regulations of the Fair Employment and Housing Commission are incorporated into this Agreement by reference. Grantee and its contractors or subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement.

Grantee shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform work under the Funding Agreement.

D.27. OPINIONS AND DETERMINATIONS: Where the terms of this Funding Agreement provide for action to be based upon, judgment, approval, review, or determination of either party hereto, such terms are not intended to be and shall never be construed as permitting such opinion, judgment, approval, review, or determination to be arbitrary, capricious, or unreasonable.

D.28. PERFORMANCE BOND: Where contractors are used, the Grantee shall not authorize construction to begin until each contractor has furnished a performance bond in favor of the Grantee in the following amounts: faithful performance (100%) of contract value, and labor and materials (100%) of contract value. This requirement shall not apply to any contract for less than $25,000.00. Any bond issued pursuant to this paragraph must be issued by a California-admitted surety. (Pub. Contract Code, § 7103; Code Civ. Proc., § 995.311.) D.29. PRIORITY HIRING CONSIDERATIONS: If this Funding Agreement includes services in excess of $200,000, the Grantee shall give priority consideration in filling vacancies in positions funded by the Funding Agreement to qualified recipients of aid under Welfare and Institutions Code section 11200 in accordance with Public Contract Code section 10353.

D.30. PROHIBITION AGAINST DISPOSAL OF PROJECT WITHOUT STATE PERMISSION: The Grantee shall not sell, abandon, lease, transfer, exchange, mortgage, hypothecate, or encumber in any manner whatsoever all or any portion of any real or other property necessarily connected or used in conjunction with the Project, or with Grantee’s service of water, without prior permission of State. Grantee shall not take any action, including but not limited to actions relating to user fees, charges, and assessments that could adversely affect the ability of Grantee to meet its obligations under this Funding Agreement, without prior written permission of State. State may require that the proceeds from the disposition of any real or personal property be remitted to State.

D.31. PROJECT ACCESS: The Grantee shall ensure that the State, the Governor of the State, or any authorized representatives of the foregoing, will have safe and suitable access to the Project site at all reasonable times during Project construction and thereafter for the term of this Agreement.

D.32. REMAINING BALANCE: In the event the Grantee does not submit invoices requesting all of the funds encumbered under this Funding Agreement, any remaining funds revert to the State.

The State will notify the Grantee stating that the Project file is closed, and any remaining balance will be disencumbered and unavailable for further use under this Funding Agreement.

D.33. REMEDIES NOT EXCLUSIVE: The use by either party of any remedy specified herein for the enforcement of this Funding Agreement is not exclusive and shall not deprive the party using such remedy of, or limit the application of, any other remedy provided by law.

D.34. RETENTION: The State shall withhold ten percent (10%) of the funds requested by the Grantee for reimbursement of Eligible Project Costs until the Project is completed and Final DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 51 Section 7, Item 7D
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Report is approved. Any retained amounts due to the Grantee will be promptly disbursed to the Grantee, without interest, upon completion of the Project.

D.35. RIGHTS IN DATA: Grantee agrees that all data, plans, drawings, specifications, reports, computer programs, operating manuals, notes, and other written or graphic work produced in the performance of this Funding Agreement shall be made available to the State and shall be in the public domain to the extent to which release of such materials is required under the California Public Records Act. (Gov. Code, § 6250 et seq.) Grantee may disclose, disseminate and use in whole or in part, any final form data and information received, collected, and developed under this Funding Agreement, subject to appropriate acknowledgement of credit to State for financial support. Grantee shall not utilize the materials for any profit-making venture or sell or grant rights to a third party who intends to do so. The State shall have the right to use any data described in this Paragraph for any public purpose.

D.36. SEVERABILITY: Should any portion of this Funding Agreement be determined to be void or unenforceable, such shall be severed from the whole and the Funding Agreement shall continue as modified.

D.37. SUSPENSION OF PAYMENTS: This Funding Agreement may be subject to suspension of payments or termination, or both if the State determines that:

A. Grantee, its contractors, or subcontractors have made a false certification, or B. Grantee, its contractors, or subcontractors violates the certification by failing to carry out the requirements noted in this Funding Agreement.

D.38. SUCCESSORS AND ASSIGNS: This Funding Agreement and all of its provisions shall apply to and bind the successors and assigns of the parties. No assignment or transfer of this Funding Agreement or any part thereof, rights hereunder, or interest herein by the Grantee shall be valid unless and until it is approved by State and made subject to such reasonable terms and conditions as State may impose.

D.39. TERMINATION BY GRANTEE: Subject to State approval which may be reasonably withheld, Grantee may terminate this Agreement and be relieved of contractual obligations. In doing so, Grantee must provide a reason(s) for termination. Grantee must submit all progress reports summarizing accomplishments up until termination date.

D.40. TERMINATION FOR CAUSE: Subject to the right to cure under Paragraph 11, the State may terminate this Funding Agreement and be relieved of any payments should Grantee fail to perform the requirements of this Funding Agreement at the time and in the manner herein, provided including but not limited to reasons of default under Paragraph 11.

D.41. TERMINATION WITHOUT CAUSE: The State may terminate this Agreement without cause on 30 days’ advance written notice. The Grantee shall be reimbursed for all reasonable expenses incurred up to the date of termination.

D.42. THIRD PARTY BENEFICIARIES: The parties to this Agreement do not intend to create rights in, or grant remedies to, any third party as a beneficiary of this Agreement, or any duty, covenant, obligation or understanding established herein.

D.43. TIMELINESS: Time is of the essence in this Funding Agreement.

D.44. TRAVEL: Travel includes the reasonable and necessary costs of transportation, subsistence, and other associated costs incurred by personnel during the term of this Funding Agreement.

Any reimbursement for necessary travel and per diem shall be at rates not to exceed those set by the California Department of Human Resources for excluded employees. These rates may DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 52 Section 7, Item 7D
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be found at: http://www.calhr.ca.gov/employees/Pages/travel-reimbursements.aspx.

Reimbursement will be at the State travel and per diem amounts that are current as of the date costs are incurred. No travel outside the State of California shall be reimbursed unless prior written authorization is obtained from the State.

D.45. UNION ORGANIZING: Grantee, by signing this Funding Agreement, hereby acknowledges the applicability of Government Code sections 16645 through 16649 to this Funding Agreement.

Furthermore, Grantee, by signing this Funding Agreement, hereby certifies that:

A. No State funds disbursed by this Funding Agreement will be used to assist, promote, or deter union organizing.

B. Grantee shall account for State funds disbursed for a specific expenditure by this Funding Agreement to show those funds were allocated to that expenditure.

C. Grantee shall, where State funds are not designated as described in (b) above, allocate, on a pro rata basis, all disbursements that support the program.

D. If Grantee makes expenditures to assist, promote, or deter union organizing, Grantee will maintain records sufficient to show that no State funds were used for those expenditures and that Grantee shall provide those records to the Attorney General upon request.

D.46. VENUE: The State and the Grantee hereby agree that any action arising out of this Agreement shall be filed and maintained in the Superior Court in and for the County of Sacramento, California, or in the United States District Court in and for the Eastern District of California. The Grantee hereby waives any existing sovereign immunity for the purposes of this Agreement.

D.47. WAIVER OF RIGHTS: None of the provisions of this Funding Agreement shall be deemed waived unless expressly waived in writing. It is the intention of the parties here to that from time to time either party may waive any of its rights under this Funding Agreement unless contrary to law. Any waiver by either party of rights arising in connection with the Funding Agreement shall not be deemed to be a waiver with respect to any other rights or matters, and such provisions shall continue in full force and effect.

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Exhibit E
GRANTEE’S AUTHORIZING RESOLUTION
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 54 Section 7, Item 7D
Grant Agreement No. 4600015027

DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 55 Section 7, Item 7D
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Exhibit F

REPORT FORMATS AND REQUIREMENTS
The following reporting formats should be utilized. Please obtain State approval prior to submitting a report in an alternative format.

1. PROGRESS REPORTS
Progress reports shall generally use the following format. This format may be modified as necessary to effectively communicate information.

PROJECT STATUS
Describe the work performed during the time period covered by the report including but not limited to:

PROJECT INFORMATION
• Legal matters
• Engineering Evaluations
• Environmental matters
• Status of permits, easements, rights-of-way, rights of entry, and approvals as may be required by other State, federal, and/or local agencies • Major accomplishments during the quarter (i.e., tasks completed, milestones met, meetings held or attended, press releases, etc.)
• Issues/concerns that have, will, or could affect the schedule or budget, with a recommendation on how to correct the matter
• Describe differences between the work performed and the work outlined in the Overall Work Plan, including change orders
• Demonstrate financial ability to pay local cost share of Eligible Project Costs required to complete the Project
• Estimate the percentage completion of the overall project • Identify key issues that need to be resolved
• Photos documenting progress

COST INFORMATION
• Provide a list showing all project costs incurred during the time period covered by the report by the Grantee and each contractor working on the Project and which of these costs are Eligible Project Costs
• A discussion on how the actual budget is progressing in comparison to the project budget included in the Overall Work Plan
• A list of any changes approved to the budget in accordance with Funding Agreement and a revised budget, by task, if changed from latest budget in the Overall Work Plan • A discussion of whether there have been any changes to the Grantee’s finance plan for payment of the Grantee’s share of Eligible Project Costs DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 56 Section 7, Item 7D
Grant Agreement No. 4600015027

SCHEDULE INFORMATION
• A schedule showing actual progress versus planned progress • A discussion on how the actual schedule is progressing in comparison to the original or last reported schedule
• A list of any changes approved to the Schedule in accordance with Funding Agreement and a revised schedule, by task, if changed from latest reported schedule

2. PROJECT COMPLETION REPORT
Project Completion Reports shall generally use the following format.

EXECUTIVE SUMMARY – Should include a brief summary of project information and include the following items:
• Brief description of work proposed to be done in the original application • Description of actual work completed and any deviations from the work plan identified in the Funding Agreement
REPORTS AND/OR PRODUCTS – The following items should be provided • Final Evaluation report
• Electronic copies of any data collected, not previously submitted • As-built drawings
• Final geodetic survey information
• Self-Certification that the Project meets the stated goal of the funding agreement (e.g. 100- year level of flood protection, HMP standard, PL-84-99, etc.) • Project photos
• Discussion of problems that occurred during the work and how those problems were resolved
• A final project schedule showing actual progress versus planned progress COSTS AND DISPOSITION OF FUNDS – A list showing:
• The date each invoice was submitted to State
• The amount of the invoice
• The date the check was received
• The amount of the check (If a check has not been received for the final invoice, then state this in this section.)
• A summary of the payments made by the Grantee for meeting its cost sharing obligations under this Funding Agreement.
• A summary of final funds disbursement including:
o Labor cost of personnel of agency/ major consultant /sub-consultants. Indicate personnel, hours, rates, type of profession, and reason for consultant, i.e., design, CEQA work, etc.

DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 57 Section 7, Item 7D
Grant Agreement No. 4600015027

o Evaluation cost information, shown by material, equipment, labor costs, and any change orders
o Any other incurred cost detail
o A statement verifying separate accounting of funding disbursements • Summary of project cost including the following items:
o Accounting of the cost of project expenditure;
o Include all internal and external costs not previously disclosed; and o A discussion of factors that positively or negatively affected the project cost and any deviation from the original project cost estimate.

ADDITIONAL INFORMATION – Any relevant additional Information should be included.

DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 58 Section 7, Item 7D
Grant Agreement No. 4600015027

Exhibit G

STATE AUDIT DOCUMENT REQUIREMENTS
The following provides a list of documents typically required by State Auditors and general guidelines for Grantees. List of documents pertains to both State funding and Grantee’s Cost Share, if any, and details the documents/records that State Auditors would need to review in the event of this Funding Agreement is audited. Grantees should ensure that such records are maintained for three (3) years after final disbursement pursuant to this Agreement.

State Audit Document Requirements
Internal Controls

1. Organization chart (e.g., Agency’s overall organization chart and organization chart for the State funded Program/Project).

2. Written internal procedures and flowcharts for the following:
a) Receipts and deposits
b) Disbursements
c) State reimbursement requests
d) Expenditure tracking of State funds
e) Guidelines, policy, and procedures on State-funded Program/Project

3. Audit reports of the Agency internal control structure and/or financial statements within the last two years.

4. Prior audit reports on the State funded Program/Project.

State Funding:

1. Original Funding Agreement, any amendment(s), and budget modification documents.

2. A listing of all grants, loans, or subventions received from the State.

3. A listing of all other funding sources for the Program/Project.

Contracts:

1. All subcontractor and consultant contracts and related or partners’ documents, if applicable.

2. Contracts between the Agency and member agencies as related to the State-funded Program/Project.

Invoices:

1. Invoices from vendors and subcontractors for expenditures submitted to the State for payments under the Funding Agreement.

2. Documentation linking subcontractor invoices to State reimbursement, requests, and related Funding Agreement budget line items.

3. Reimbursement requests submitted to the State for the Funding Agreement.

Cash Documents:

1. Receipts (copies of warrants) showing payments received from the State.

2. Deposit slips (or bank statements) showing deposits of the payments received from the State.

DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 59 Section 7, Item 7D
Grant Agreement No. 4600015027

3. Cancelled checks or disbursement documents showing payments made to vendors, subcontractors, consultants, and/or agents under the grants or loans.

4. Bank statements showing the deposit of the receipts.

Accounting Records:

1. Ledgers showing entries for funding receipts and cash disbursements.

2. Ledgers showing receipts and cash disbursement entries of other funding sources.

3. Bridging documents that tie the general ledger to requests for Funding Agreement reimbursement.

Administration Costs:

1. Supporting documents showing the calculation of administration costs.

Personnel:

1. List of all contractors and Agency staff that worked on the State funded Program/Project.

2. Payroll records including timesheets for contractor staff and the Agency personnel who provided services charged to the program
Project Files:

1. All supporting documentation maintained in the project files.

2. All Funding Agreement related correspondence.

DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 60 Section 7, Item 7D
Grant Agreement No. 4600015027

Exhibit H

INFORMATION NEEDED FOR ESCROW PROCESSING AND CLOSURE
The Grantee must provide the following documents to the State Project Representative during the escrow process. Property acquisition escrow documents must be submitted within the term of this Funding Agreement and after a qualified appraisal has been approved. • Name and Address of Title Company Handling the Escrow • Escrow Number
• Name of Escrow Officer
• Escrow Officer’s Phone Number
• Dollar Amount Needed to Close Escrow
• Legal Description of Property Being Acquired
• Assessor’s Parcel Number(s) of Property Being Acquired • Copy of Title Insurance Report
• Entity Taking Title as Named Insured on Title Insurance Policy • Copy of Escrow Instructions in Draft Form Prior to Recording for Review Purposes • Copy of Final Escrow Instructions
• Verification that all Encumbrances (Liens, Back Taxes, and Similar Obligations) have been Cleared Prior to Recording the Deed to Transfer Title
• Copy of Deed for Review Purposes Prior to Recording
• Copy of Deed as Recorded in County Recorder’s Office
• Copy of Escrow Closure Notice
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 61 Section 7, Item 7D
Grant Agreement No. 4600015027

Exhibit I

APPRAISAL SPECIFICATIONS
For property acquisitions funded this Funding Agreement, the Grantee must submit an appraisal for review and approval by the Department of General Services or DWR’s Real Estate Branch prior to reimbursement or depositing State funds into an escrow account. All appraisal reports, regardless of report format, must include all applicable Appraisal Specifications below. Appraisals for a total compensation of $150,000 or more shall be reported as a Self-Contained Appraisal Report.

Appraisals for a total compensation of less than $150,000 may be reported as a Summary Appraisal Report, which includes all information necessary to arrive at the appraiser’s conclusion. Appraisal Specifications 14, 16, 21, 23-25, and 28 shall be narrative analysis regardless of the reporting format.

1. Title page with sufficient identification of appraisal assignment.

2. Letter of transmittal summarizing important assumptions and conclusions, value estimate, date of value and date of report.

3. Table of contents.

4. Assumptions and Limiting Conditions, Extraordinary Assumptions, and Hypothetical Conditions as needed.

5. Description of the scope of work, including the extent of data collection and limitations, if any, in obtaining relevant data.

6. Definition of Fair Market Value, as defined by Code of Civil Procedure, section 1263.320.

7. Photographs of subject property and comparable data, including significant physical features and the interior of structural improvements, if applicable.

8. Copies of Tax Assessor’s plat map with the subject marked along with all contiguous assessor’s parcels that depict the ownership.

9. A legal description of the subject property, if available.

10.For large, remote or inaccessible parcels, provide aerial photographs or topographical maps depicting the subject boundaries.

11.Three-year subject property history, including sales, listings, leases, options, zoning, applications for permits, or other documents or facts that might indicate or affect use or value.

12.Discussion of any current Agreement of Sale, option, or listing of subject property. This issue required increased diligence since state agencies often utilize non-profit organizations to quickly acquire sensitive-habitat parcels using Option Agreements. However, due to confidentiality clauses, the terms of the Option are often not disclosed to the state. If the appraiser discovers evidence of an Option or the possible existence of an Option, and the terms cannot be disclosed due to a confidentiality clause, then the appraiser is to cease work and contact the client.

13.Regional, area, and neighborhood analyses. This information may be presented in a summary format.

14.Market conditions and trends including identification of the relevant market area, a discussion of supply and demand within the relevant market area, and a discussion of the relevant market factors impacting demand for site acquisition and leasing within the relevant market area. This information may be presented in a summary format.

15.Discussion of subject land/site characteristics (size, topography, current use, elevations, zoning and land use issues, development entitlements, General Plan designation, utilities, offsite DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 62 Section 7, Item 7D
Grant Agreement No. 4600015027

improvements, access, land features such as levees and creeks, offsite improvements, easements and encumbrances, covenants, conditions and restrictions, flood and earthquake information, toxic hazards, water rights, mineral rights, toxic hazards, taxes and assessments, etc.).

16.Description of subject improvements including all structures, square footage, physical age, type of construction, quality of construction, condition of improvements and/or identification of any permanent plantings. Discussion of construction cost methodology, costs included and excluded, accrued depreciation from all causes, remaining economic life, items of deferred maintenance and cost to cure, and incurable items. Construction cost data must include cost data source, date of estimate or date of publication of cost manual, section and page reference of cost manual, copies of cost estimate if provided from another source, replacement or reproduction cost method used, and supporting calculations including worksheets or spreadsheets.

17.Subject property leasing and operating cost history, including all items of income and expense.

18.Analysis and conclusion of the larger parcel for partial taking appraisals. For partial taking appraisals, Appraisal Specifications generally apply to the larger parcel rather than an ownership where the larger parcel is not the entire ownership.

19.Include a copy of a recent preliminary title report (within the past year) as an appraisal exhibit.

Discuss the title exceptions and analyze the effect of title exceptions on fair market value.

20.For appraisals of partial takings or easements, a detailed description of the taking or easement area including surface features and topography, easements, encumbrances or improvements including levees within the subject partial take or easement, and whether the take area is characteristic of the larger parcel. Any characteristics of the taking area, including existing preproject levees that render the take area different from the larger parcel must be addressed in the valuation.

21.Opinion of highest and best use for the subject property, based on an in depth analysis supporting the concluded use which includes the detail required by the complexity of the analysis. Such support typically requires a discussion of the four criteria of tests utilized to determine the highest and best use of a property. If alternative feasible uses exist, explain and support market, development, cash flow, and risk factors leading to an ultimate highest and best use decision.

22.All approaches to market value applicable to the property type and in the subject market. Explain and support the exclusion of any usual approaches to value.

23.Map(s) showing all comparable properties in relation to the subject property.

24.Photographs and plat maps of comparable properties.

25.In depth discussion of comparable properties, similarities and differences compared to the subject, adjustments to the comparable data, and discussion of the reliability and credibility of the data as it relates to the indicated subject property value. Improved comparable sales which are used to compare to vacant land subject properties must include an allocation between land and improvements, using methodology similar to methodology used in item 16 above to estimate improvement value when possible, with an explanation of the methodology used.

26.Comparable data sheets.
a) For sales, include information on grantor/grantee, sale/recordation dates, listed or asking price as of the date of sale, highest and best use, financing, conditions of sale, buyer motivation, sufficient location information (street address, post mile, and/or distance from local landmarks DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 63 Section 7, Item 7D
Grant Agreement No. 4600015027

such as bridges, road intersections, structures, etc.), land/site characteristics, improvements, source of any allocation of sale price between land and improvements, and confirming source. b) For listings, also include marketing time from list date to effective date of the appraisal, original list price, changes in list price, broker feedback, if available. c) For leases, include significant information such as lessor/lessee, lease date and term, type of lease, rent and escalation, expenses, size of space leased, tenant improvement allowance, concessions, use restrictions, options, and confirming source. When comparing improved sales to a vacant land subject, the contributory value of the improvements must be segregated from the land value.

27.For appraisals of easements, a before and after analysis of the burden of the easement on the fee, with attention to how the easement affects highest and best use in the after condition. An Easement Valuation Matrix or generalized easement valuation references may be used ONLY as a reference for a secondary basis of value.

28.For partial taking and easement appraisals, valuation of the remainder in the after condition and analysis and identification of any change in highest and best use or other characteristics in the after condition, to establish severance damages to the remainder in the after condition, and a discussion of special and general benefits, and cost to cure damages or construction contract work.

29.There are occasions where properties involve water rights, minerals, or salable timber that require separate valuations. If an appraisal assignment includes water rights, minerals, or merchantable timber that requires separate valuation, the valuation of the water rights, minerals, or merchantable timber must be completed by a credentialed subject matter specialist.

30.For partial taking and easement appraisals, presentation of the valuation in California partial taking acquisition required format.

31.Implied dedication statement.

32.Reconciliation and final value estimate. Include analysis and comparison of the comparable sales to the subject, and explain and support conclusions reached.

33.Discussion of any departures taken in the development of the appraisal.

34.Signed Certification consistent with the language found in Uniform Standards of Professional Appraisal Practice.

35.If applicable, in addition to the above, appraisals of telecommunication sites must also provide:
a) A discussion of market conditions and trends including identification of the relevant market, a discussion of supply and demand within the relevant market area and a discussion of the relevant market factors impacting demand for site acquisition and leasing within the relevant market area.
b) An analysis of other (ground and vault) leases comparable to subject property. Factors to be discussed in the analysis include the latitude, longitude, type of tower, tower height, number of rack spaces, number of racks occupied, placement of racks, power source and adequacy, backup power, vault and site improvements description and location on site, other utilities; access, and road maintenance costs.

DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 64 Section 7, Item 7D
Grant Agreement No. 4600015027

Exhibit J

ADVANCE PAYMENT
Water Code section 13198.4(c) authorizes advanced payment by the State for grantees that demonstrate cash flow issues. A project may receive an advanced payment of twenty-five (25) percent of its grant award; the remaining seventy-five (75) percent of the grant award will be reimbursed in arrears after the advanced funds have been fully expended. Within ninety (90) calendar days of execution of the Grant Agreement, the Grantee may provide the State an Advanced Payment Request. Advanced Payment Requests received ninety-one (91) calendar days after the execution of this Agreement will not be eligible to receive an advanced payment. The Advanced Payment Request shall contain the following:

A. If the Grantee is requesting the advanced payment, the request(s) shall include:

1. Descriptive information of each project with an update on project status

2. Description and documentation of the cash flow issues the Grantee has that requires funds to be advanced

3. The names of the entities that will receive the funding for each project

4. A detailed Funding Plan which includes how the advanced payment will be expended (in terms of workplan, budget, and schedule) within the timeframe agreed upon by DWR and the Grantee. The Funding Plan must clearly identify the total budget (at Budget Category Level) for each project clearly showing the portion of advanced payment and reimbursement funds.

5. Any other information that DWR may deem necessary
B. Upon review and approval of the Advanced Payment Request, DWR may authorize payment of the requested amount or a lesser amount for those entities that have requested advanced funds.

Based on the project’s Funding Plan and other considerations, DWR may develop a “Disbursement Schedule,” to disburse funds in installments. This Disbursement Schedule may change based on the project’s ongoing compliance with the Advanced Payment requirements and the project’s cash flow needs.

C. Once DWR authorizes the Advanced Payment Request, the Grantee shall submit Advanced Payment Invoice(s) for the initial amount based on the “Disbursement Schedule” containing the request for each project requesting advanced funds, to the State with signature and date of the Grantee’s Project Representative, as indicated in Paragraph 18, “Project Representative.” The Grantee shall be responsible for the timely distribution of the advanced funds. The Advanced Payment Invoice(s) shall be submitted on forms provided by the State and shall meet the following format requirements:

1. Invoice shall contain the date of the invoice, the time period covered by the invoice, and the total amount due.

2. Invoice shall be itemized based on the budget categories specified in Exhibit B, “Budget.”

3. The State Project Manager will notify the Grantee, in a timely manner, when, upon review of an Advance Payment Invoice, the State determines that any portion or portions of the costs claimed are not eligible costs. The Grantee may, within thirty (30) calendar days of the date of receipt of such notice, submit additional documentation to cure such deficiency(ies). The Grantee may, within thirty (30) calendar days of the date of receipt of such notice, submit additional documentation to cure such deficiency(ies). If costs are not consistent with the DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 65 Section 7, Item 7D
Grant Agreement No. 4600015027

tasks in Exhibit A, the State will reject the claim and remove them from the Accountability Report.

4. On a quarterly basis, the Grantee will submit an Accountability Report to the State that demonstrates how actual expenditures compare with the scheduled budget. The Accountability Report shall include the following information:
i. An itemization of how advanced funds have been spent to-date (Expenditure Report), including documentation that supports the disbursements (e.g., contractor invoices, receipts, personnel hours, etc.). Accountability Reports shall be itemized based on the budget categories (i.e., tasks) specified in Exhibit B. ii. An updated Accountability Report including an updated Funding Plan that depicts how the remaining advanced funds will be expended and the activities and deliverables associated with the advanced funds within the timeframe agreed upon by DWR and the Grantee when the advanced payment request was approved. iii. Documentation that the funds were placed in a non-interest bearing account, including the dates of deposits and withdrawals from that account. iv. Proof of distribution of advanced funds, if applicable.

D. Once the Grantee has spent all advanced funds in a budget category, then the method of payment will revert to the reimbursement process for that budget category specified in Paragraph 9, “Method of Payment.”
DocuSign Envelope ID: 6BC408B3-A5E0-463D-B6C5-9B05037AB0F3 66 Section 7, Item 7D
Agreement No. 4600015027Am. 1

FUNDING AGREEMENT NO. 4600015027
AMENDMENT 1

BETWEEN THE STATE OF CALIFORNIA DEPARTMENT OF WATER RESOURCES

AND CITY OF FOWLER

A PART OF THE SMALL COMMUNITY DROUGHT RELIEF PROGRAM

PURSUANT TO
THE BUDGET ACT OF 2021 AS AMENDED (STATS. 2022, CH. 44, § 25)

FOR THE

CITY OF FOWLER DROUGHT RESILIENCY PROJECT
On February 24, 2023, the State of California, the Department of Water Resources (hereinafter called the State), and the City of Fowler (hereinafter called the Grantee) entered into Agreement No. 4600015027 (Agreement) for the purpose of assisting in the financing the City of Fowler Drought Resiliency Project (Project). On ________, the Agreement is hereby amended (Amendment 1) to update Paragraph 2, Term of Funding Agreement, to update Paragraph 9, Method of Payment, Paragraph 18, Project Representatives, and Schedule (Exhibit C).

The State and the Grantee hereby agree to the following modifications:

1. The last sentence in Paragraph 2 is replaced in its entirety with: However, all work shall be completed by December 31, 2025, and no funds may be requested after April 30, 2026.

2. Paragraph 9.C.v is replaced in its entirety with:
v. Invoices can be submitted by one of the following methods. a. Via email to the State’s Project Manager at [email protected] b. Mail the invoice with the original “wet signature” to the following address: Narges Abbasian Genaveh Department of Water Resources, South Central Region Office, 691 N. Laverne Avenue, Suite 104, Fresno, CA 93727

3. Paragraph 18 is modified to include the State’s new Project Manager’s information:

Direct all inquiries to the Project Manager:

Department of Water Resources
Narges Abbasian Genaveh
Engineer, Water Resources
South Central Region Office
691 N. Laverne Ave. Suite 104
Fresno, CA 93727
Phone: (559) 285-3479
Docusign Envelope ID: D77FB10C-C619-4409-BFBE-20EC85749D84 12/20/2024
67 Section 7, Item 7D
Agreement No. 4600015027Am. 1

Email: [email protected]

4. Exhibit C (Schedule) is replaced in its entirety with the revised Exhibit C attached hereto.

All other terms and conditions of the original Agreement remain unchanged.

INWITNESS WHEREOF,the parties hereto have executed this Amendment.

STATE OF CALIFORNIA CITY OF FOWLER

DEPARTMENT OF WATER RESOURCES
_____________________________ ______________________________ Arthur Hinojosa, Manager Thomas Gaffery, City Manager
Division of Regional Assistance Email: [email protected] Date__________________________ Date __________________________ Approved as to Legal Form and Sufficiency:
_____________________________
Robin Brewer, Assistant General Counsel
Office of General Counsel
Date__________________________
Docusign Envelope ID: D77FB10C-C619-4409-BFBE-20EC85749D84 12/17/2024
12/20/2024
12/20/2024
68 Section 7, Item 7D
Agreement No. 4600015027Am. 1

Exhibit C
Schedule
Task Start Date End Date
Task 1 – Project Administration 04/29/2022 12/31/2025
Task 2 – CEQA Documentation and Permitting 11/30/2022 12/31/2025 Task 3 – Design and Engineering Services 11/30/2022 12/31/2025 Task 4 – Construction 08/01/2023 12/31/2025
Docusign Envelope ID: D77FB10C-C619-4409-BFBE-20EC85749D84 69 Section 7, Item 7D
Agreement No. 4600015027Am. 2

FUNDING AGREEMENT NO. 4600015027
AMENDMENT 2

BETWEEN THE STATE OF CALIFORNIA DEPARTMENT OF WATER RESOURCES

AND CITY OF FOWLER

A PART OF THE SMALL COMMUNITY DROUGHT RELIEF PROGRAM

PURSUANT TO
THE BUDGET ACT OF 2021 AS AMENDED (STATS. 2022, CH. 44, § 25)

FOR THE

CITY OF FOWLER DROUGHT RESILIENCY PROJECT
On February 24, 2023, the State of California, the Department of Water Resources (hereinafter called the State), and the City of Fowler (hereinafter called the Grantee) entered into Agreement No. 4600015027 (Agreement) for the purpose of assisting in the financing the City of Fowler Drought Resiliency Project (Project). On December 20, 2024, the Agreement was amended (Amendment 1) to update Paragraph 2, Term of Funding Agreement, Paragraph 9, Method of Payment, Paragraph 18, Project Representatives, and Schedule (Exhibit C). On ________, the Agreement is hereby amended again (Amendment 2) to update Paragraph 3, Project Cost, Paragraph 4, Funding Amount, and to modify the Budget (Exhibit B).

The State and the Grantee hereby agree to the following modifications:

1. Paragraph 3 (Project Cost) is replaced in its entirety with: The reasonable cost of the Project is estimated to be $3,325,425.

2. Paragraph 4 (Funding Amount) is replaced in its entirety with: The maximum amount payable by the State under this Agreement shall not exceed $3,325,425.

3. Exhibit B (Budget) is updated to reflect the funding increase.

All other terms and conditions of the original Agreement and Amendment 1 remain unchanged.

Docusign Envelope ID: 70E113CA-0946-4624-9FE1-EC3137C7B1CD 4/17/2025
70 Section 7, Item 7D
Agreement No. 4600015027Am. 2

INWITNESS WHEREOF,the parties hereto have executed this Amendment.

STATE OF CALIFORNIA CITY OF FOWLER

DEPARTMENT OF WATER RESOURCES
_____________________________ ______________________________ Arthur Hinojosa, Manager Michael Reid, Interim City Manager Division of Regional Assistance Email: [email protected]

Date__________________________ Date __________________________ Approved as to Legal Form and Sufficiency:
_____________________________
Robin Brewer, Assistant General Counsel
Office of General Counsel
Date__________________________
Docusign Envelope ID: 70E113CA-0946-4624-9FE1-EC3137C7B1CD 4/17/2025
For
4/17/2025
4/17/2025
71 Section 7, Item 7D
Agreement No. 4600015027Am. 2

Exhibit B
BUDGET
All work associated with the Project must be completed prior to payment of retention. The Grantee is required to maintain all financial documents related to the Project in accordance with Exhibit G (State Audit Document Requirements for Grantees).

Task Funding
Amount
Task 1 – Project Administration $51,900
Task 2 – CEQA Documentation and Permitting $54,600
Task 3 – Design and Engineering Services $362,200
Task 4 – Construction $2,856,725
Grand Total $3,325,425
Docusign Envelope ID: 70E113CA-0946-4624-9FE1-EC3137C7B1CD 72 Section 7, Item 7D
Agreement No. 4600015027Am.3

FUNDING AGREEMENT NO. 4600015027
AMENDMENT 3

BETWEEN THE STATE OF CALIFORNIA DEPARTMENT OF WATER RESOURCES

AND CITY OF FOWLER

A PART OF THE SMALL COMMUNITY DROUGHT RELIEF PROGRAM

PURSUANT TO
THE BUDGET ACT OF 2021 AS AMENDED (STATS. 2022, CH. 44, § 25)

FOR THE

CITY OF FOWLER DROUGHT RESILIENCY PROJECT
On February 24, 2023, the State of California, the Department of Water Resources (hereinafter called the State), and the City of Fowler (hereinafter called the Grantee) entered into Agreement No. 4600015027 (Agreement) for the purpose of assisting in the financing the City of Fowler Drought Resiliency Project (Project). On December 20, 2024, the Agreement was amended (Amendment 1) to update Paragraph 2, Term of Funding Agreement, Paragraph 9, Method of Payment, Paragraph 18, Project Representatives, and Schedule (Exhibit C). On April 17, 2025, the Agreement is hereby amended again (Amendment 2) to update Paragraph 3, Project Cost, Paragraph 4, Funding Amount, and to modify the Budget (Exhibit B). On ________, the Agreement is hereby amended again (Amendment 3) to update Paragraph 2, Term of Funding Agreement, Paragraph 18, Project Representatives, and Schedule (Exhibit C).

The State and the Grantee hereby agree to the following modifications:

1. The last sentence in Paragraph 2 is replaced in its entirety with: However, all work shall be completed by February 27, 2026, and no funds may be requested after April 17, 2026.

2. Paragraph 18 is modified to include the City of Fowler’s new Authorized Representative’s information:

City of Fowlerp
Micheal Reid
City Manager
128 S. 5th Street
Fowler, CA 93625
Phone: (559) 834-3113
Email: [email protected]

3. Exhibit C (Schedule) is updated to reflect the changes to the Term of Funding Agreement.

Docusign Envelope ID: 3B5A81D2-3E9C-4FB2-BB99-31C96FDE233C 11/7/2025
73 Section 7, Item 7D
Agreement No. 4600015027Am.3

All other terms and conditions of the original Agreement, Amendment 1, and Amendment 2 remain unchanged.

IN WITNESS WHEREOF,the parties hereto have executed this Amendment.

STATE OF CALIFORNIA CITY OF FOWLER

DEPARTMENT OF WATER RESOURCES
_____________________________ ______________________________ Arthur Hinojosa, Manager Michael Reid, City Manager
Division of Regional Assistance Email: [email protected]

Date__________________________ Date __________________________ Approved as to Legal Form and Sufficiency:
_____________________________
Robin Brewer, Assistant General Counsel
Office of General Counsel
Date__________________________
Docusign Envelope ID: 3B5A81D2-3E9C-4FB2-BB99-31C96FDE233C 11/7/2025
11/7/2025
For
11/7/2025
74 Section 7, Item 7D
Agreement No. 4600015027Am.3

Exhibit C

SCEDULE
Task Start Date End Date
Task 1 – Project Administration 04/29/2022 02/27/2026
Task 2 – CEQA Documentation and Permitting 11/30/2022 02/27/2026 Task 3 – Design and Engineering Services 11/30/2022 02/27/2026 Task 4 – Construction 08/01/2023 02/27/2026
Docusign Envelope ID: 3B5A81D2-3E9C-4FB2-BB99-31C96FDE233C 75 Section 7, Item 7D
Agreement No. 4600015027 Am.4

FUNDING AGREEMENT NO. 4600015027
AMENDMENT 4

BETWEEN THE STATE OF CALIFORNIA DEPARTMENT OF WATER RESOURCES

AND CITY OF FOWLER

A PART OF THE SMALL COMMUNITY DROUGHT RELIEF PROGRAM

PURSUANT TO
THE BUDGET ACT OF 2021 AS AMENDED (STATS. 2022, CH. 44, § 25)

FOR THE

CITY OF FOWLER DROUGHT RESILIENCY PROJECT
On February 24, 2023, the State of California, the Department of Water Resources (hereinafter called the State), and the City of Fowler (hereinafter called the Grantee) entered into Agreement No. 4600015027 (Agreement) for the purpose of assisting in the financing the City of Fowler Drought Resiliency Project (Project). On December 20, 2024, the Agreement was amended (Amendment 1) to update Paragraph 2, Term of Funding Agreement, Paragraph 9, Method of Payment, Paragraph 18, Project Representatives, and Schedule (Exhibit C). On April 17, 2025, the Agreement is hereby amended again (Amendment 2) to update Paragraph 3, Project Cost, Paragraph 4, Funding Amount, and to modify the Budget (Exhibit B). On December 7, 2025, the Agreement was amended (Amendment 3) to update Paragraph 2, Term of Funding Agreement, Paragraph 18, Project Representatives, and Schedule (Exhibit C). On ________, the Agreement is hereby amended again (Amendment 4) to update Paragraph 2, Term of Funding Agreement, and Schedule (Exhibit C).

The State and the Grantee hereby agree to the following modifications:

1. The last sentence in Paragraph 2 is replaced in its entirety with: However, all work shall be completed by December 31, 2026, and no funds may be requested after March 31, 2027.

2. Exhibit C (Schedule) is updated to reflect the changes to the Term of Funding Agreement.

All other terms and conditions of the original Agreement and Amendments 1 through 3 remain unchanged.
76 Section 7, Item 7D
Agreement No. 4600015027 Am.4

IN WITNESS WHEREOF, the parties hereto have executed this Amendment.

STATE OF CALIFORNIA CITY OF FOWLER
DEPARTMENT OF WATER RESOURCES _____________________________ ______________________________ Arthur Hinojosa, Manager Michael Reid, City Manager Division of Regional Assistance Email: [email protected] Date__________________________ Date __________________________ Approved as to Legal Form and Sufficiency: _____________________________ Robin Brewer, Assistant General Counsel Office of General Counsel
Date__________________________

77 Section 7, Item 7D
Agreement No. 4600015027 Am.4

Exhibit C

SCEDULE
Task Start Date End Date
Task 1 – Project Administration 04/29/2022 12/31/2026
Task 2 – CEQA Documentation and Permitting 11/30/2022 12/31/2026 Task 3 – Design and Engineering Services 11/30/2022 12/31/2026 Task 4 – Construction 08/01/2023 12/31/2026
78 Section 7, Item 7D

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: February 17, 2026
FROM: WYATT CZESHINSKI, Assistant City Planner
SUBJECT: CONSIDER the following:
i. Waiving the second reading of and adopting
Ordinance No. 2026-01, prezoning Assessor’s Parcel
Number 343-040-02 to the R-1-6 mapping
designation, with an implementing zone district of R-3
(Medium Density Residential). Staff
Recommendation: Adopt Ordinance No. 2026-01.

EXECUTIVE SUMMARY
Planning Project No. 25-19 consists of an application which includes a subdivision map, a request to prezone the subject property, and a request to annex the subject property to the City of Fowler (“Project”).Vesting Tentative Subdivision Map (“VTSM”) No. 6520 proposes the subdivision of Assessor’s Parcel Number (“APN”) 343-040-02 (“Project site”), a parcel of approximately 39.67 acres, into 180 single family residential lots, park space, and a storm drainage basin, consistent with the development standards prescribed by the R-3 implementing zone district. The Project is consistent with the goals and policies of the City’s General Plan. Ordinance No. 2026-01 was introduced by a vote of 5-0 approval of the City Council on February 3, 2026. Staff recommend Ordinance No. 2026-01 be adopted.

BACKGROUND
This item was introduced at the February 3, 2026, City Council meeting.

Adrienne Burns of Yamabe & Horn Engineering, on behalf of Joseph Crown (“Applicant”), has proposed to subdivide an approximately 39.67-acre parcel into a single-family residential subdivision, comprising 180 lots, an 82,858 square foot (“sqft”) park space, and a 53,241 sqft storm drainage basin. The subject property is located at the southwest corner of East Sumner Avenue and South Sunnyside Avenue (APN 343-040-02), is designated as Medium Low Density Residential (“MLDR”) by the City’s General Plan, and is zoned AE-20 (Exclusive Agriculture) by the County of Fresno. As a part of the Project, the Project site would be annexed to the City of Fowler and prezoned R-1-6, with an implementing zone district of R-3, consistent with the Project site’s MLDR land use designation. The Project site previously contained two existing single-family residences, with accessory buildings, that have been demolished and cleared from the site. The site has also previously been used for agricultural production.
79 Section 7, Item 7E
The Project site is subject to a Williamson Act contract and as a result, this contract must be cancelled prior to the approval of the tentative subdivision map. The City Council may adopt a California Environmental Quality Act (“CEQA”) determination, prezone the site, and initiate annexation of the property, however the Council would be required to wait to approve the tentative subdivision map until the Williamson Act contract is tentatively cancelled by the County of Fresno.

At a Special meeting on January 8, 2026, the Planning Commission recommended that the City Council find that the Project is consistent with the City’s General Plan and General Plan Environmental Impact Report pursuant to CEQA Guidelines section 15183, prezone the subject property R-1-6 with an implementing zone district of R-3, initiate annexation of the subject property to the City of Fowler, and approve VTSM No. 6520 once the Project site’s Williamson Act has been tentatively cancelled with the County of Fresno.

ANALYSIS
General Plan Conformity
As discussed above, the Project site is designated MLDR by the City’s General Plan land use diagram. The Applicant has proposed the annexation of the site to the City of Fowler, requiring that the site be prezoned. The proposed prezoning designation is a mapping designation of R1-6, with an implementing zone district of R-3. According to Table 4-1 of the City of Fowler General Plan, the MLDR land use designation is consistent with the R-1-6 mapping zone district. At 4.54 dwelling units per acre, the proposed Project would also be developed within the density range required by the General Plan.

Public Infrastructure
The Project would have points of access onto East Sumner Avenue (2), South Sunnyside Avenue (1), and the future street of West Mott Avenue (2). Existing water and sewer infrastructure exists within the full extent of the Project’s South Sunnyside Avenue frontage, while existing water and sewer infrastructure only exists within a portion of the Project’s East Sumner Avenue frontage. As a part of the Project, the developer would be conditioned to extend water and sewer facilities to the full extent of it’s East Sumner Avenue frontage, being reimbursed for any costs in excess of its contribution. The interior of the subdivision would provide outlets dedicated for open space and storm drainage purposes. Outlots created and developed for these purposes would be dedicated in fee to the City. In addition to constructing interior roads to the City’s current local street standard, the Project would be required to construct it’s East Sumner Avenue and South Sunnyside Avenue frontages to City standards for a major collector street, as well as it’s portion of the West Mott Avenue frontage to the City’s local street standard.

Traffic Study
The Project was required to prepare a Traffic Impact Analysis (“traffic study”) demonstrating the impact of the proposed development on roadways within the Project site’s vicinity. The traffic study included a recommendation that the Project pay its equitable fair share costs for future impacts to the intersections of Merced Street and State Route 99 southbound off-ramp and Merced Street and State Route 99 northbound on- and off-ramps (see Attachment 6). The recommended future mitigation for these two intersections is a roundabout for each intersection. According to the Project’s traffic study, the Project’s equitable fair share percentage is 21.5% (southbound) and 15.5% (northbound). Future installation of roundabouts 80 Section 7, Item 7E
at these two intersections would be required to be designed and constructed to the satisfaction of both Caltrans and the City Engineer.

Fowler Unified School District
Students residing at the Project site would attend Marshall Elementary (K-2), Fremont Elementary (3-5), Sutter Middle School (6-8), and Fowler High School (9-12). The student generation factor within Fowler Unified has ranged between 0.5 and 0.6 students per household, indicating that the proposed Project would generate approximately 90 to 108 students.

In accordance with State law, any new development is subject to school development fees as a condition of building permit issuance to offset potential impacts to schools. The 180 homes proposed throughout the development would be subject to school development fees on a persqft basis. These funds, in combination with bond financing authorized by District voters and State assistance, will provide facilities and reduce overcrowding in the long-term.

Vesting Tentative Subdivision Map
The proposed VTSM includes 180 single family residential lots, ranging from 5,000 sqft to 12,881 sqft in size. Proposed lots have been reviewed for conformance with the City of Fowler Subdivision Ordinance and the development standards of the R-3 implementing zone district, as outlined in the Fowler Zoning Ordinance.

Open Space
General Plan Policy OS-3 requires that single-family projects include 5% open space within the boundaries of the Project. Under the current proposal the Applicant would be required to develop approximately 1.98 acres of open space within proposed subdivision. The Project would include approximately 1.90 acres of parkland centered within the boundaries of the subdivision, while approximately 1.11 acres of trail alignment would be provided along the Project’s East Sumner Avenue and South Sunnyside Avenue street frontages. The proposed park space, plus the trail alignments would result in the Project meeting its open space requirement.

Fowler Municipal Code Design Standards
The Project is required and will be conditioned to comply with Section 9.120.060 (SingleFamily Residential Subdivision Design Standards) of the Fowler Zoning Ordinance. While the Applicant has not provided elevations for homes that would be constructed as a part of the Project, design would be required to meet City of Fowler’s Single-Family Residential Design Standards.

Annexation
The Fresno County Local Agency Formation Commission (LAFCo) requires that cities within Fresno County be developed with boundaries that occur in a logical manner which prevents the creation of jurisdictional islands. The Project site is currently contiguous to the Fowler city limits to the east and a portion of the Project site to the north.

Williamson Act Contract
As described above, the Project site is currently subject to a Williamson Act contract. This contract will be required to be cancelled prior to City Council approval of the VTSM. 81 Section 7, Item 7E
Cancellation of a Williamson Act contract involves the payment of fees to the County of Fresno’s Assessor’s Office.

Zoning Code/Map Amendment Findings (Fowler Zoning Ordinance Section 9.110.070) Prior to approving an application for the prezoning of a site, the Approval Authority shall make all of the following findings:

1. The Zoning Code or Zoning Map Amendment is consistent with the intent of the goals and policies of the General Plan.

The Project would result in a residential subdivision developed on a site that meets the density requirements of the MLDR land use designation, for which the site is designated by the City’s General Plan. Prezoning of the site to the R-1-6 mapping zone district/R-3 implementing zone district would be consistent with the site’s MLDR land use designation. As a result, the Project is consistent with the City’s General Plan and its goals and policies.

2. The Zoning Code or Zoning Map Amendment prescribes reasonable controls and standards to ensure compatibility with other established uses.

The Project would result in the development of a single-family residential subdivision on land that is planned for such usage. Prezoning of the site consistent with the underlying land use designation would ensure that reasonable controls and standards are in place to ensure compatibility with other established uses, as is proposed by the Project.

3. The Zoning Code or Zoning Map Amendment provides reasonable property development rights while protecting environmentally sensitive land uses and species.

As proposed, the Project would be consistent with the City’s General Plan and General Plan Environmental Impact Report. Prezoning of the site consistent with the underlying General Plan designation, which the Project proposes, would ensure that reasonable property rights are preserved, while environmentally sensitive land uses and species are maintained at the same time. Any mitigations or policies aimed at reducing the impact of the buildout of the City’s General Plan would be applicable to the development of this Project.

4. The Zoning Code or Zoning Map Amendment ensures protection of the general health, safety, and welfare of the community.

The Project proposes to prezone the Project site consistent with the existing land use designation for the site, as prescribed by the City’s General Plan. Prezoning the site in this manner will ensure that development standards are required consistent with the type of development anticipated for the site. Requiring and enforcing these development standards will ensure protection of the general health, safety, and welfare of the community.
82 Section 7, Item 7E

PUBLIC NOTICE
A Notice of Public Hearing was published in The Business Journal on January 23, 2026, which is at least ten (10) days prior to the public hearing. It was also sent via US Mail to property owners within 300 feet of the proposed Project.

ENVIRONMENTAL REVIEW
The first step in complying with CEQA is to determine whether the activity in question constitutes a “project” as defined by CEQA (Pub. Res. Code § 21000, et seq.; Cal. Code Regs.

Tit. 14, § 15000, et seq. [“CEQA Guidelines”].) The second step is to determine whether the project is subject to or exempt from CEQA. This Project qualifies as a project under CEQA because it involves the issuance of a “lease, permit, license, certificate, or other entitlement for use” as described in CEQA Guidelines section 15378, subdivision (a)(3). Development of the Project site into a residential subdivision qualifies as a “project” under CEQA.

The Project would result in the construction of a new residential subdivision on land that is planned for such usage. The Project aligns with the site’s MLDR General Plan land use designation and would qualify to be found consistent with the City’s General Plan Environmental Impact Report (“EIR”) under California Environmental Quality Act Guidelines Section 15183.

Accordingly, staff recommend that the City Council find that the Project is absolved from further environmental analysis, pursuant to CEQA Guidelines Section 15183. If the Project is approved, a Notice of Determination for the Project will be filed with the County Clerk and the State Clearinghouse.

GENERAL PLAN CONSISTENCY
This action is consistent with the following General Plan goals and policies:

General Plan Goal LU-1
Growth occurs logically and efficiently.

General Plan Goal LU-2
A wide range of housing types are available to accommodate all housing needs in the community.

General Plan Policy LU-1
Development shall occur in accordance with the planned land uses as shown on Figure 4-1:

Land Use Diagram.

General Plan Policy LU-4
The overall maximum density of the land use designation shall not be exceeded, except when a project is eligible for increased density as part of a Planned Unit Development or under the State Density Bonus Law.

General Plan Policy LU-8
Annex land into the City in accordance with adopted growth management thresholds and reject proposals for annexation that do not comply with requirements of General Plan policies relating to orderly and contiguous development and provision of public services and facilities.

General Plan Policy CDES-26
83 Section 7, Item 7E
Single family residential projects shall be designed in a way such that they enhance Fowler’s character.

General Plan Policy CDES-27
Discourage direct access to collector streets from single-family residential properties except where physical circumstances do not allow other design solutions.

General Plan Policy OS-3
Within single family residential projects, whether attached or detached, a minimum of 5% of the project site, not inclusive of existing or future major road rights-of-way, shall be developed with usable open space. Such open space shall be maintained by an assessment district, landscape/lighting district, homeowners' association, or other appropriate maintenance entity.

General Plan Policy OS-4
Usable open space areas, as required in Policy OS-3, may fulfill the requirements for parkland dedication, per the City’s Quimby Ordinance. To qualify, such land shall be dedicated to the City and meet the minimum established requirements for usable open space.

General Plan Policy OS-20
Require the planting of shade trees with substantial canopies within private development.

General Plan Goal MOB-1
Fowler’s streets are a safe and enjoyable environment for pedestrians, cyclists, motorists, and people of all ages and abilities.

General Plan Policy ED-5
Discourage passive land uses, underutilization of land, and vacant structures on available commercial sites.

FISCAL IMPACT
The Project, once ultimately approved after the cancellation of the site’s Williamson Act contract, would result in the collection of development impact fees for single-family residential projects in accordance with the most current development impact fee schedule at the time that the Project application was received by the City. Development of the site would also increase the assessed value of the property and therefore generate additional ongoing property tax revenue to the City.

PROCUREMENT PROCESS
No procurement is associated with this action.

CONFLICT OF INTEREST
No potential conflicts of interest are known to exist.

Attachments
- Attachment 1: Regional Vicinity Map
- Attachment 2: Aerial Map
- Attachment 3: General Plan Land Use Map
- Attachment 4: Zoning Map
- Attachment 5: Vesting Tentative Subdivision Map No. 6520 - Attachment 6: Traffic Study
- Attachment 7: Ordinance No. 2026-01
84 Section 7, Item 7E
Attachment 1: Regional Vicinity Map
85 Section 7, Item 7E
Attachment 2: Aerial Map
86 Section 7, Item 7E
Attachment 3: General Plan Lan Use Map
87 Section 7, Item 7E
Attachment 4: Zoning Map
88 Section 7, Item 7E
Attachment 5: Vesting Tentative Subdivision Map No. 6520 89 Section 7, Item 7E
`

TRACT 6520
On the Southwest Quadrant of
Sumner Avenue and Sunnyside Avenue in the
City of Fowler, California

TRAFFIC IMPACT ANALYSIS
TIA 25-___
Prepared for:

Crown Homes
5320 E. Pine Avenue
Fresno, CA 93727
Prepared by:

Yamabe & Horn Engineering, Inc.
2985 N Burl Ave #101
Fresno, CA 93727
December 30, 2025
90 Section 7, Item 7E
`
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx

Traffic Impact Analysis
For Tract 6520 residential development located on the southwest quadrant of Sumner Avenue and Sunnyside Avenue
In the City of Fowler, CA
December 30, 2025
This Traffic Impact Study has been prepared under the direction of Brandon A. Broussard, P.E. Brandon A. Broussard attests to the technical information contained therein and has judged the qualifications of recommendations, conclusions, and decisions are based on City of Fowler guidelines, general engineering standards, and California/Federal laws.

Prepared by:

Brandon A. Broussard, P.E.

Principal Engineer
91 Section 7, Item 7E
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Table of Contents

1.0 Introduction and Executive Summary ........................................................... Page 1

2.0 Project Scope .................................................................................................. Page 3

3.0 Study Area and Scenarios .............................................................................. Page 3

4.0 Level of Service and Thresholds .................................................................... Page 4

4.1 Level of Service ........................................................................................... Page 4

4.2 Signal Warrants ........................................................................................... Page 5

5.0 Existing Conditions Scenario ......................................................................... Page 6

5.1 Existing Roadway Network .......................................................................... Page 6

5.2 Existing Sumner Avenue PCI Condition ....................................................... Page 6

5.3 Safety Analysis of State Highway Facilities .................................................. Page 7

5.4 Existing Roadway Network .......................................................................... Page 7

5.5 Existing Conditions Analysis Results ........................................................... Page 8

6.0 Existing Plus Project Phase 1 Scenario ......................................................... Page 9

6.1 Transit Routes, Walkways and Bikeways Analysis ...................................... Page 9

6.2 Project Phase 1 Trip Generation .................................................................. Page 9

6.3 Existing Plus Project Phase 1 Analysis ......................................................... Page 10

7.0 Near Term Opening Scenario ......................................................................... Page 11

7.1 Near Term Opening Trip Generation ............................................................ Page 11

7.2 Near Term Opening Analysis Results ........................................................... Page 11

8.0 Near Term Build Out Scenario ......................................................................... Page 13

8.1 Near Term Build Out Trip Generation ........................................................... Page 13

8.2 Near Term Build Out Analysis Results .......................................................... Page 13

9.0 Year 2046 No Project Scenario ........................................................................ Page 16

9.1 Year 2046 No Project Analysis Results ........................................................ Page 16

10.0 Cumulative Year 2046 Plus Project Scenario ............................................... Page 18

10.1 Cumulative Year 2046 Plus Project Analysis Results.................................. Page 18

11.0 Queuing Analysis ........................................................................................... Page 20

12.0 Project’s Equitable Fair Share ....................................................................... Page 22

13.0 Conclusions and Recommendations ............................................................ Page 23

14.0 References ...................................................................................................... Page 25

92 Section 7, Item 7E
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List of Tables
Table I – Level of Service Criteria for Unsignalized Intersections ............................. Page 4 Table 2 – Level of Service Criteria for Signalized Intersections ................................ Page 5 Table 3 – Pavement Condition Index Result ............................................................. Page 7 Table 4 – SHS Collisions .......................................................................................... Page 7 Table 5 – Existing Conditions LOS ........................................................................... Page 8 Table 6 – Project Phase 1 Trip Generation ............................................................... Page 9 Table 7 – Existing Plus Project Phase 1 LOS ........................................................... Page 10 Table 8 – Approved and Pending Projects Trip Generation ...................................... Page 11 Table 9 – Near Term Opening Intersection LOS ....................................................... Page 12 Table 10 – Near Term Build Out Trip Generation ..................................................... Page 13 Table 11 – Near Term Build Out Intersection LOS ................................................... Page 14 Table 12 – Near Term Build Out Mitigation LOS ....................................................... Page 15 Table 13 – Year 2046 No Project LOS ..................................................................... Page 17 Table 14 – Year 2046 No Project Mitigation LOS ..................................................... Page 17 Table 15 – Cumulative Year 2046 Plus Project LOS ................................................ Page 19 Table 16 – Cumulative Year 2046 Plus Project Mitigation LOS ................................ Page 19 Table 17 – Queuing Results ..................................................................................... Page 20 Table 18 – Queuing Results (Continued) .................................................................. Page 21 Table 19 – Equitable Fair Shair ............................................................................... Page 22 List of Appendices
Appendix A – Figures
Appendix B – Scoping Letter
Appendix C – Traffic Counts
Appendix D – Synchro Reports
Appendix E – Fresno COG Models
Appendix F – Signal Warrants
Appendix G – Pavement Condition Index Worksheet and Photos 93 Section 7, Item 7E
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1.0 INTRODUCTION AND EXECUTIVE SUMMARY
This Traffic Impact Analysis (TIA) was prepared to assess the traffic impacts of the proposed Tract 6520 residential development (Project) located on the southwest quadrant of Sumner Avenue and Sunnyside Avenue in the City of Fowler. The Project consists of two phases with Phase 1 developing 93 single family residential units and Phase 2 developing 87 single family residential units for a total of 180 single family residential units. Based on the information provided to YH, the Project land use is consistent with the City of Fowler adopted 2040 General Plan and thus will not require a General Plan Amendment. The Project site plan as shown in Figure 1 and Figure 2 shows the overall location of the Project and surrounding roadway network. Per conversations with City of Fowler Staff, the Project does not require a VMT analysis per the City of Fowler 2040 General Plan Draft Environmental Impact Report (EIR).

The scope of work was prepared in consultation with and approved by the City of Fowler, County of Fresno, and Caltrans in a letter dated May 7, 2025 (Appendix B). The scope of work identified the following intersection(s) to be studied for potential traffic impacts:

1. Clovis Avenue and Adams Avenue

2. Clovis Avenue and Sumner Avenue

3. Sunnyside Avenue and Sumner Avenue

4. Clovis Avenue and South Avenue

5. Sunnyside Avenue and South Avenue

6. Merced Street and Highway 99 SB Off-Ramp

7. Merced Street and Highway 99 NB Ramps

8. Fowler Avenue and Fresno Street

9. Fowler Avenue and South Avenue

10. Fowler Avenue and Highway 99 SB On-Ramp

11. Adams Avenue and Highway 99 SB Off-Ramp
Potential Level of Service (LOS) traffic impacts were evaluated per the City of Fowler Traffic Impact Analysis Guidelines (TIAG) dated January 2025. Per Section 3.3 of the City of Fowler TIAG, city roadway segments and intersections are encouraged to operate at LOS C or better.

LOS D may be allowed during peak hours at intersections of major streets, at State Route 99 interchanges, and along street segments where additional improvements are not feasible. The traffic impacts are as follows:

Existing Conditions
• All study intersections currently operate within acceptable LOS. • Merced Street and Highway 99 NB On and Off Ramps currently operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Existing Plus Project Phase 1
• All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 NB On and Off Ramps will continue to operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. 94 Section 7, Item 7E
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Near Term Opening (Phase 1 Plus Pending/Approved Projects) • All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 SB Off Ramp operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operate at LOS D the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Near Term Build Out (Phase 1 and Phase 2 Plus Pending/Approved Projects) • Merced Street and Highway 99 SB Off Ramp operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operate at LOS E during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation Option 1: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
o Mitigation Option 2: Install traffic signal with existing lane configurations.

Eastbound left turn lane to have protected phasing. This will improve the LOS to B in the AM peak hour and B in the PM peak hour.

Year 2046 No Project
• Merced Street and Highway 99 SB Off Ramp operate at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operate at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.

Cumulative Year 2046 Plus Project
• Merced Street and Highway 99 SB Off Ramp operate at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operate at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to C in the AM peak hour and A in the PM peak hour.

Queuing Analysis
The City should consider right-turn and left-turn storage lengths analyzed in Section 11 of this TIA.
95 Section 7, Item 7E
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• Merced Street and Highway 99 SB Off Ramp westbound left turn lane experiences an existing deficiency in available storage during the AM and PM peak hours. This deficiency increases in the all future scenarios. With existing intersection geometrics and control, the westbound left turn lane would require a minimum of 150’ of storage which will not be achievable without affecting the available storage of the eastbound left turn lane at Merced Street and Highway 99 NB On-Off Ramp intersection. This is due to Merced Street’s short 250’ roadway segment between these two intersections.

Project’s Equitable Fair Share
It is recommended that the Project contribute its equitable fair share per Table 19 of this TIA for future improvements not covered by an existing impact fee program or grant funds.

2.0 PROJECT SCOPE
The scope of work was prepared in consultation with and approved by the City of Fowler, County of Fresno, and Caltrans in a letter dated May 7, 2025 (Appendix B). In addition to the scoping document, Caltrans requested a safety review of all State Highway System (SHS) facilities the Project adds trips to. The County of Fresno requested a Pavement Condition Index (PCI) evaluation of Sumner Avenue west of the project boundaries to Clovis Avenue. A qualitative analysis of existing and planned transit routes, walkways, and bikeways in the vicinity of the Project are also included with the TIA.

3.0 STUDY AREA AND SCENARIOS
The scope of work identified the following intersection(s) to be studied for potential traffic impacts.

The locations of the study intersections are shown in Figure 3.

1. Clovis Avenue and Adams Avenue

2. Clovis Avenue and Sumner Avenue

3. Sunnyside Avenue and Sumner Avenue

4. Clovis Avenue and South Avenue

5. Sunnyside Avenue and South Avenue

6. Sumner Avenue and Highway 99 SB Off-Ramp

7. Sumner Avenue and Highway 99 NB Ramps

8. Fowler Avenue and Fresno Street

9. Fowler Avenue and South Avenue

10. Fowler Avenue and Highway 99 SB On-Ramp

11. Adams Avenue and Highway 99 SB Off-Ramp
Scenarios to be Analyzed are as follows:

1. Existing Conditions

2. Existing Plus Project Phase 1

3. Near Term Opening (Phase 1 Plus Pending/Approved Projects)

4. Near Term Build Out (Phase 1 and Phase 2 Plus Pending/Approved Projects)

5. Cumulative Year 2046 No Project

6. Cumulative Year 2046 Plus Project
96 Section 7, Item 7E
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The time periods for the operational analysis are as follows:
• Weekday AM peak hour between 7:00 and 9:00 AM
• Weekday PM peak hour between 4:00 and 6:00 PM

4.0 LEVEL OF SERVICE AND THRESHOLDS

4.1 LEVEL OF SERVICE
The State of California no longer considers LOS as an environmental impact criteria under CEQA.

Mitigation must be tied to safety, multimodal improvements, or VMT reductions to be considered supportable and enforceable by Caltrans.

The City of Fowler General Plan and TIAG states that city roadway segments and intersections are encouraged to operate at LOS C or better. LOS D may be allowed during peak hours at intersections of major streets, at State Route 99 interchanges, and along street segments where additional improvements are not feasible. For the purposes of this study, the City of Fowler’s LOS thresholds will be applied to all study intersections. For the purposes of this traffic study, the LOS thresholds provided by the City of Fowler will be used.

Level of service analyses was performed for all the study intersections using Synchro 12 software which utilizes Highway Capacity Manual (HCM) 7 methodologies in its calculation of approach control delays.

For signalized and all-way stop controlled intersections, results of analyses of different scenarios will be presented showing the average control delay. For two-way stop controlled intersections, the worst-case scenario for one of the approaches will be presented as the result.

Table 1: Level of Service Criteria for Unsignalized Intersections Source: Highway Capacity Manual 7th Edition
Average Control Delay (s/veh) Level of Service
v/c ≤ 1.0
0-10 A
> 10-15 B
> 15-25 C
> 25-35 D
> 35-50 E
> 50 F
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Table 2: Level of Service Criteria for Signalized Intersections Average
Control Delay
(s/veh)
Level of Service
By volume to
capacity ratio v/c
≤1.0
Description
0-10 A
Progression is very favorable, or cycle length is very
short. Most vehicles arrive during green signal and do
not stop.
> 10-20 B Progression is highly favorable, or cycle length is very short. More vehicles stop than with LOS A.
> 20-35 C
Progression is favorable or the cycle length is
moderate. The number of vehicles stopping is
significant, though many vehicles still pass through
without stopping.
> 35-55 D
Volume to capacity ratio is high and progression is
ineffective, or cycle lengths are long. Many vehicles
stop, and the proportion of vehicles not stopping
diminishes. Individual cycle failures are noticeable.
> 55-80 E
Volume to capacity ratio is high, progression is
unfavorable, and cycle lengths are long. Individual
cycle failures are frequent.
> 80 F Progression is very poor, and cycle lengths are long.

Most cycles fail to clear the queue.

Source: Highway Capacity Manual 7th Edition

4.2 SIGNAL WARRANTS
The investigation of the need for a traffic control signal at any intersection is standardized by California Manual on Uniform Traffic Control Devices (CAMUTCD) signal warrants. If the LOS of a study intersection with stop control falls below the acceptable LOS as defined in Section 4.1, traffic signal warrants were performed to explore the potential of a traffic signal as a mitigation measure. Per the City of Fowler TIAG, Signal warrants 1 (Eight-Hour Volume), 2 (Four-Hour Volume), 3 (Peak Hour), and 7 (Crash Experience) are to be performed. Due to the nature of the study and application of only AM and PM peak hour trips, signal warrants 1 and 2 can only be performed for the Existing Conditions scenario where 24-hour traffic counts have been obtained.

It is to be noted that the CAMUTCD states that ‘the satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

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5.0 EXISTING CONDITIONS SCENARIO

5.1 EXISTING ROADWAY NETWORK
The existing conditions of the roadway network within the vicinity of the Project are described below. Roadway classifications were determined based on the City of Fowler General Plan.

Clovis Avenue: two-lane undivided arterial roadway running north and south. Highway 99 northbound and southbound interchange is located along Clovis Avenue north of Adams Avenue.

Adams Avenue: two-lane undivided arterial roadway running east and west. Highway 99 northbound on ramp and southbound off ramp is located on Adams Avenue midway between Clovis Avenue and Stearns Avenue.

Sumner Avenue: two-lane undivided collector roadway running east and west. Sumner Avenue becomes Merced Street east of the Fowler Avenue/Highway 99 southbound off ramp intersection.

Merced Street: two-lane undivided collector roadway running northeast and southwest. Merced Street becomes Sumner Avenue west of the Fowler Avenue/Highway 99 southbound off ramp intersection.

Sunnyside Avenue: two-lane local roadway running north and south. Portions of Sunnyside Avenue north of Sumner Avenue to Randy Avenue along more recent residential developments have been widened and have bike lanes.

Fowler Avenue: two-lane undivided arterial roadway running north and south from South Avenue to Fresno Street and then northwest and southwest from Fresno Street to Merced Street. Highway 99 SB on ramp exists on Fowler Avenue just southeast of Fresno Street.

South Avenue: two-lane undivided collector roadway running east and west. Highway 99 SB on ramp exists on Fowler Avenue just southeast of Fresno Street. Portions of South Avenue west of Fowler Avenue to Clovis Avenue along more recent residential developments have been widened and have bike lanes. A two-way left turn lane exists between Sandy Avenue and Hill Avenue.

Existing study intersection locations, lane configurations and intersection control are shown on Figures 3.

5.2 EXISTING SUMNER AVENUE PCI CONDITION
An on-site survey was conducted to determine the current PCI condition of Sumner Avenue from the western boundary of the Project location to Clovis Avenue. Two inspection locations were performed due to the length of the roadway segment. Overall, this stretch of Sumner Avenue contained substantial amounts of medium block cracking and medium to high severity alligator cracking. Most of the alligator cracking was found along the westbound travel lane. The result is an extremely poor PCI value of 12. The PCI survey worksheets and pavement condition photos can be found in Appendix G.
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Table 3: Pavement Condition Index Result
Node Roadway Segment Limits PCI
1 Sumner Avenue Clovis Avenue to ±620
west of Sunnyside Avenue 12

5.3 SAFETY ANALYSIS OF STATE HIGHWAY FACILITIES
A safety analysis was performed for SHS study intersections. Yamabe and Horn requested collision data from Caltrans. Table 4 summarizes the collision data. All study intersections, except for Adams Avenue and Highway 99 southbound off ramp, have actual fatal collisions rates and actual total collisions rates that are below the average rates for similar facilities statewide.

Eight collisions were recorded at Adams Avenue and Highway 99 southbound off ramp between December 31, 2019, and December 31, 2024. The crash records indicate issues with speeding and improper turns resulting in rear ends, overturning, and hit objects.

Table 4: SHS Collisions
Intersection
Total No.
of
Collisions
ACTUAL
(per million vehicles)

AVERAGE
(per million vehicles)
Fatal
Collisions
Fatal +
Injury
Collisions
Total Fatal
Collisions
Fatal +
Injury
Collisions
Total
Merced St &
HWY 99 SB
Off Ramp
0 0.000 0.00 0.00 0.002 0.09 0.31
Merced St &
HWY 99 NB
Off Ramp
2 0.000 0.00 0.44 0.003 0.38 1.04
Merced St &
HWY 99 NB
On Ramp
1 0.000 0.00 0.15 0.002 0.25 0.63
Fowler Ave &
HWY 99 SB
On Ramp
4 0.000 0.62 0.62 0.003 0.38 1.04
Fowler Ave &
HWY 99 SB
On Ramp
9 0.000 0.98 4.40 0.006 0.41 1.26

5.4 EXISTING TRAFFIC COUNTS
Existing traffic counts were taken midweek during the months of May and June 2025 while Fowler Unified School District school year was in session and can be found in Appendix C. Existing peak hour traffic volumes are shown in Figure 4.
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5.5 EXISTING CONDITIONS ANALYSIS RESULTS
The results of the existing conditions analysis are summarized in Table 5 and shown in Figure 5.

Under this scenario:
• All study intersections currently operates within acceptable LOS. • Merced Street and Highway 99 NB On and Off Ramps currently operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Table 5: Existing Conditions LOS
Node Intersection Peak
Hour
Existing
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 9.5 A
PM 11.5 B
2 Clovis Ave & Sumner Ave AM 11.5 B
PM 13.1 B
3 Sunnyside Ave & Sumner Ave AM 10.8 B
PM 11 B
4 Clovis Ave & South Ave AM 11.6 B
PM 12.3 B
5 Sunnyside Ave & South Ave
AM 9.9 A
PM 10.5 B
6 Merced St & HWY 99 SB Off Ramp AM 22.9 C
PM 15.1 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 26.2 D
PM 17.4 C
8 Fresno St & Fowler Ave AM 15.3 C
PM 13.9 B
9 Fowler Ave & South Ave AM 13.4 B
PM 12.5 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.1 B
PM 10.9 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A

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6.0 EXISTING PLUS PROJECT PHASE 1 SCENARIO
Phase 1 of the Project will develop 93 single family residential units. Figure 1 shows the latest Project Site Plan. Access to and from the Project site for Phase 1 will be provided at 3 locations.

Two access points are located along the south side of Sumner Avenue approximately 223 feet and 925 feet west of Sunnyside Avenue. One access point will be provided along the west side of Sunnyside Avenue approximately 460 feet south of Sumner Avenue. All access points will be full access. It is assumed that the existing surrounding roadway geometrics and traffic controls will remain in place for this scenario.

6.1 Transit Routes, Walkways and Bikeways Analysis
The Fresno County Rural Transit Agency (FCRTA) provides fixed-route bus services and ondemand transportation linking the City of Fowler with the cities of Selma, Kingsburg, and Fresno.

Currently, two bus stops exist in the City of Fowler which are located at 7th Street & Merced Street and at the Adventist Health/Valley Children’s Hospital across from 230 S 9th Street. No additional bus stop or routes are proposed with the Project.

The Project proposes the construction of ADA compliant sidewalks and access ramps throughout the internal Project site circulation as well as along the Project’s frontages along the south side of Sumner Avenue and the west side of Sunnyside Avenue. Bike lanes will also be constructed along said frontages, connecting to the City of Fowlers existing bike lanes along Sumner Avenue from Sunnyside Avenue to 8th Street and along Sunnyside Avenue north of Sumner Avenue.

6.2 PROJECT PHASE 1 TRIP GENERATION
Table 6 presents the project trip generation for Phase 1 of the Project. Phase 1 will generate approximately 877 total daily weekday trips, 66 AM peak hour trips, and 88 PM peak hour trips.

Figure 6 and Figure 7 show the Phase 1 Project trip distributions. Phase1 Project trip distributions were determined based on Fresno Council of Governments (FCOG) Project Select Zone modeling and engineering knowledge and judgement of existing surrounding travel patterns and land uses. FCOG model outputs can be found in Appendix E. Figure 8 presents the total existing plus Project Phase 1 trip volumes for the study intersections.

Table 6: Project Phase 1 Trip Generation
Land Use/Zoning Size
Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
Phase 1 Single Family
Detached Homes
(ITE LU 937)

93.00 9.43 877 0.70 17 48 0.94 56 32
DU 25 / 75 63 / 37
TOTAL 17 48 56 32

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6.3 EXISTING PLUS PROJECT PHASE 1 ANALYSIS RESULTS
The results of the Existing Plus Project Phase 1 analysis are summarized in Table 7 and shown on Figure 9.

Under this scenario:
• All study intersections operates within acceptable LOS under this scenario. • Merced Street and Highway 99 NB On and Off Ramps will continue to operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Table 7: Existing Plus Project Phase 1 LOS
Node Intersection Peak
Hour
Existing plus
Project PH 1
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 9.7 A
PM 12.2 B
2 Clovis Ave & Sumner Ave AM 11.9 B
PM 14 B
3 Sunnyside Ave & Sumner Ave AM 11.2 B
PM 11.5 B
4 Clovis Ave & South Ave AM 11.6 B
PM 12.3 B
5 Sunnyside Ave & South Ave
AM 9.9 A
PM 10.5 B
6 Merced St & HWY 99 SB Off Ramp AM 24.9 C
PM 16 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 29 D
PM 18.8 C
8 Fresno St & Fowler Ave AM 15.4 C
PM 14 B
9 Fowler Ave & South Ave AM 13.4 B
PM 12.6 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.2 B
PM 10.9 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A

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7.0 NEAR TERM OPENING SCENARIO
The Near Term Opening assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown in Figure 3. Pending and approved project trips within a half mile of the Project site are added to the Near Term Opening traffic volumes.

7.1 NEAR TERM OPENING TRIP GENERATION
Table 8 lists the pending and approved projects provided by the City of Fowler to be included in this study along with their estimated trip generations. The pending and approved projects will generate an estimated total of 2,027 weekday trips, 142 AM peak hour trips, and 188 PM peak hour trips. Figure 10 shows pending and approved project trip distribution and Figure 11 shows the total Near Term Opening traffic volumes for the study intersections.

Table 8: Approved and Pending Projects Trip Generation
Land
Use/Zoning APN Size Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
CUP NO. 25-04
Low-rise
Multifamily
(ITE LU 220)
343-020-18 116.00 6.74 782 0.40 11 35 0.51 37 22
DU 24 / 76 63 / 37
Tract No. 6405*
Single-Family
Detached
Homes
(ITE LU 210)
345-010-25 34.00 9.43 321 0.70 6 18 0.94 20 12
DU 25 / 75 63 / 37
Tract No. 6501
Single-Family
Detached
Homes
(ITE LU 210)
343-040-26 103.00 9.43 971 0.70 18 54 0.94 61 36
DU 25 / 75 63 / 37
TOTAL 2,074 35 107 118 70
*Remaining units

7.2 NEAR TERM OPENING ANALYSIS RESULTS
The results of the Existing Plus Project Phase 1 analysis are summarized in Table 9 and shown in Figure 12.

Under this scenario:
• All study intersections operates within acceptable LOS under this scenario. • Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS D the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. 104
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Table 9: Near Term Opening Intersection LOS
Node Intersection Peak
Hour
Near Term
Opening
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10 A
PM 13.1 B
2 Clovis Ave & Sumner Ave AM 12.4 B
PM 13.9 B
3 Sunnyside Ave & Sumner Ave AM 11.5 B
PM 12.2 B
4 Clovis Ave & South Ave AM 11.9 B
PM 13.2 B
5 Sunnyside Ave & South Ave
AM 10.1 B
PM 10.7 B
6 Merced St & HWY 99 SB Off Ramp AM 31.1 D
PM 18.8 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 35 D
PM 21.7 C
8 Fresno St & Fowler Ave AM 15.8 C
PM 14.4 B
9 Fowler Ave & South Ave AM 14 B
PM 13.2 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.3 B
PM 11 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A

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8.0 NEAR TERM BUILD OUT SCENARIO
The Near Term Build Out scenario assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown on Figure 3.

Phase 2 Project trips are added to the Near Term Opening traffic volumes. Access to and from the Project site for Phase 2 will be provided at 3 locations. Phase 2 will construction a new two lane local street tentatively named Mott Avenue along the southern of limits of the Project site connecting to Sunnyside Avenue. Along the north side of Mott Avenue will be two points of access to the Project site. The first access will be located approximately 260 feet west of Sunnyside Avenue and the second access point will be located 1,000 feet west of Sunnyside Avenue. The access point constructed along the west side of Sunnyside with Phase 1 of the project will also be available to Phase 2 traffic. All access points will be full access.

8.1 NEAR TERM BUILD OUT TRIP GENERATION
Table 10 presents the project trip generation for Phase 2 of the Project. Phase 2 will generate approximately 877 total daily weekday trips, 61 AM peak hour trips, and 82 PM peak hour trips.

Figure 13 and Figure 14 shows Phase 2 Project trip distributions. Phase 2 Project trip distributions were based on Fresno Council of Governments (FCOG) Project Select Zone modeling and engineering knowledge and judgement of existing surrounding travel patterns and land uses. FCOG model outputs can be found in Appendix E. Figure 15 presents the total Near Term Build Out traffic volumes for the study intersections.

Table 10: Near Term Build Out Trip Generation
Land
Use/Zoning
Size
Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
Phase 2 Single
Family
Detached
Homes
(ITE LU 937)

87.00 9.43 820 0.70 16 45 0.94 52 30
DU 25 / 75 63 / 37
TOTAL 16 45 52 30

8.2 NEAR TERM BUILD OUT ANALYSIS RESULTS
The results of the Near Term Build Out analysis are summarized in Table 11 and shown on Figure

16. Under this scenario:
• Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS E during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold.

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The proposed mitigations for intersections operating below acceptable LOS are:

Merced Street and Highway 99 NB on and Off Ramps:
• Mitigation Option 1: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour. • Mitigation Option 2: Install traffic signal with existing lane configurations. Eastbound left turn lane to have protected phasing. Signal Warrant 3 (Peak Hour) is met. Signal Warrant 7 (Crash Experience) is not met due to having less than 5 crashes in a 12 month period. o This will improve the LOS to B in the AM peak hour and B in the PM peak hour.

LOS results of the proposed mitigations are shown in Table 12. It should be noted that the satisfaction of a traffic signal warrant shall not in itself require the installation of a traffic signal.

Table 11: Near Term Build Out Intersection LOS
Node Intersection Peak
Hour
Near Term
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10.2 B
PM 13.8 B
2 Clovis Ave & Sumner Ave AM 12.6 B
PM 14.5 B
3 Sunnyside Ave & Sumner Ave AM 12 B
PM 13.5 B
4 Clovis Ave & South Ave AM 11.9 B
PM 13.2 B
5 Sunnyside Ave & South Ave
AM 10.2 B
PM 10.7 B
6 Merced St & HWY 99 SB Off Ramp AM 35 D
PM 20.9 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 41.8 E
PM 23.3 C
8 Fresno St & Fowler Ave AM 15.8 C
PM 14.4 B
9 Fowler Ave & South Ave AM 14.1 B
PM 13.5 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.3 B
PM 11 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A
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Table 12: Near Term Build Out Mitigation LOS
Node Intersection Peak
Hour
Near Term
Mitigated
Delay
(s) LOS
7 Merced St & HWY 99 NB On/Off Ramps
(Roundabout)
AM 12.1 B
PM 8.2 A
7 Merced St & HWY 99 NB On/Off Ramps
(Signalized)
AM 18.1 B
PM 13.1 B

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9.0 YEAR 2046 NO PROJECT SCENARIO
The Year 2046 No Project scenario assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown on Figure 3.

Existing traffic count volumes were projected to Year 2046 No Project volumes by utilizing the traffic growth calculated between the FCOG Base Year 2019 model and Cumulative Year 2046 model. Figure 17 presents the total Year 2046 No Project traffic volumes for the study intersections.

9.1 YEAR 2046 NO PROJECT ANALYSIS RESULTS
The results of the Year 2046 No Project analysis are summarized in Table 13 and shown in Figure

18. Under this scenario:
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold.

The proposed mitigations for intersections operating below acceptable LOS are:

Merced Street and Highway SB Off Ramp:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour.

Merced Street and Highway 99 NB on and Off Ramps:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour.

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Table 13: Year 2046 No Project LOS
Node Intersection Peak
Hour
2046 No
Project
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10.2 B
PM 13.4 B
2 Clovis Ave & Sumner Ave AM 11.8 B
PM 14 B
3 Sunnyside Ave & Sumner Ave AM 11.7 B
PM 11.8 B
4 Clovis Ave & South Ave AM 12 B
PM 13.4 B
5 Sunnyside Ave & South Ave
AM 10.1 B
PM 10.8 B
6 Merced St & HWY 99 SB Off Ramp AM 65.9 F
PM 21 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 61.8 F
PM 25.1 D
8 Fresno St & Fowler Ave AM 18.7 C
PM 15.8 C
9 Fowler Ave & South Ave AM 15 B
PM 13.7 B
10 Fowler Ave & HWY 99 SB On Ramp AM 12 B
PM 11.8 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.9 A
PM 10 B
Table 14: Year 2046 No Project Mitigation LOS
Node Intersection Peak
Hour
2046 No
Project
Mitigated
Delay
(s) LOS
6 Merced St & HWY 99 SB Off Ramp
(Roundabout)
AM 11.2 B
PM 8.1 A
7 Merced St & HWY 99 NB On/Off
Ramps
(Roundabout)
AM 14.9 B
PM 9.3 A
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10.0 CUMULATIVE YEAR 2046 PLUS PROJECT SCENARIO
The Cumulative Year 2046 Plus Project scenario assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown on Figure 3. Cumulative Year 2046 Plus Project traffic volumes were calculated by adding Phase 1 and Phase 2 Project trips to the Year 2046 No Project volumes. Figure 19 presents the total Cumulative Year 2046 Plus Project traffic volumes for the study intersections.

10.1 CUMULATIVE YEAR 2046 PLUS PROJECT ANALYSIS RESULTS The results of the Cumulative Year 2046 Plus Project analysis are summarized in Table 15 and shown on Figure 20.

Under this scenario:
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold.

The proposed mitigations for intersections operating below acceptable LOS are:

Merced Street and Highway SB Off Ramp:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour.

Merced Street and Highway 99 NB on and Off Ramps:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to C in the AM peak hour and A in the PM peak hour.

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Table 15: Cumulative Year 2046 Plus Project LOS
Node Intersection Peak
Hour
2046 Plus
Project
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10.8 B
PM 15.2 C
2 Clovis Ave & Sumner Ave AM 12.5 B
PM 15.7 C
3 Sunnyside Ave & Sumner Ave AM 12.9 B
PM 13.9 B
4 Clovis Ave & South Ave AM 12.1 B
PM 13.5 B
5 Sunnyside Ave & South Ave
AM 10.1 B
PM 10.7 B
6 Merced St & HWY 99 SB Off Ramp AM 80.9 F
PM 26.4 D
7 Merced St & HWY 99 NB On/Off
Ramps
AM 76.3 F
PM 31.5 D
8 Fresno St & Fowler Ave AM 18.8 C
PM 15.8 C
9 Fowler Ave & South Ave AM 15.1 C
PM 14 B
10 Fowler Ave & HWY 99 SB On Ramp AM 12.1 B
PM 11.8 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.9 A
PM 10 B
Table 16: Cumulative Year 2046 Plus Project Mitigation LOS Node Intersection Peak
Hour
2046 Plus
Project
Mitigated
Delay (s) LOS
6 Merced St & HWY 99 SB Off Ramp
(Roundabout)
AM 12.1 B
PM 8.8 A
7 Merced St & HWY 99 NB On/Off
Ramps (Roundabout)
AM 16.2 C
PM 9.9 A
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11.0 QUEUING ANALYSIS
Queueing results for right turn and left turn lanes are presented in Table 15 and Table 16 for the various analysis scenarios. For non-signalized intersections, queue length was determined by multiplying the 95th percentile queue by 25 feet which is the typical value for the average spacing of a vehicle in queue. For any signalized intersections, the queue length in feet is directly provided by Synchro. Synchro reports can be found in Appendix D.

Table 17: Queuing Results
Node Intersection Approach
Existing
Storage
(ft)
Existing Existing Plus
Project PH 1
Near Term
Opening
Near Term
Build Out
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
3 Sunnyside
Ave &
Sumner
Ave
EBR 150 0 / 0 0 / 0 0 / 0 0 / 0
WBR 105 0 / 0 0 / 0 0 / 0 0 / 0
SBR 105 0 / 0 0 / 0 0 / 0 0 / 0
5 Sunnyside
Ave &
South Ave
EBR 100 0 / 0 0 / 0 0 / 0 0 / 0
NBL 100 8 / 5 8 / 5 8 / 5 8 / 5
SBL >500 3 / 3 3 / 3 3 / 3 3 / 3
6 Merced St
& HWY 99
SB Off
Ramp
WBL 65 75 / 68 78 / 70 90 / 80 80 / 118
SB OffRamp 1,470 120/98 128/110 155/150 170/178
7 Merced St
& HWY 99
NB On/Off
Ramps
EBL 65 25 / 10 28 / 13 30 / 15 33 / 15
NB OffRamp 1,250 73/35 83/40 98/48 115/55
8 Fresno St
& Fowler
Ave
NBL 70 0 / 0 0 / 0 0 / 0 80 / 118
Bold denotes queue exceeding available storage length.

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Table 18: Queuing Results (Continued)
Node Intersection Approach
Existing
Storage
(ft)
Year 2046
No Project
Cumulative
Year 2046
Plus Project
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
3 Sunnyside
Ave &
Sumner
Ave
EBR 150 0 / 0 0 / 0
WBR 105 0 / 0 0 / 0
SBR 105 0 / 0 3 / 0
5 Sunnyside
Ave &
South Ave
EBR 100 0 / 0 0 / 0
NBL 100 8 / 5 8 / 5
SBL >500 3 / 3 5 / 3
6 Merced St
& HWY 99
SB Off
Ramp
WBL 65 143 / 105 150 / 113
SB OffRamp 1,470 262/163 290/228
7 Merced St
& HWY 99
NB On/Off
Ramps
EBL 65 35 / 15 40 / 18
NB OffRamp 1,250 168/63 190/83
8 Fresno St
& Fowler
Ave NBL 70 0 / 0 0 / 0
Bold denotes queue exceeding available storage length.

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12.0 PROJECT’S EQUITABLE FAIR SHARE
For the mitigation improvements discussed in this study, the Project’s fair share percentage has been calculated if said mitigation improvements are not covered under an existing impact fee program. The fair share percentage was calculated pursuant to the Caltrans Guide for preparation of Traffic Impact Studies. Table 15 provides the equitable fair share for the study intersections.

=

 − 
Where:

P = Equitable fair share of the project’s traffic impact.

T = Project vehicle trip generated during the peak hour of the adjacent facility.

TB = Forecasted (future with project) traffic volume on the affected facility.

TE = Existing traffic volume of the affected facility.

Table 19: Project’s Equitable Fair Share
Study Intersection Peak
Hour T TE TB P
Merced St & HWY 99 SB Off Ramp AM 57 1,262 1,527 21.5%
Merced St & HWY 99 NB On/Off Ramps AM 45 1,483 1,773 15.5% Per Caltrans review of the TIA scoping document (Appendix B):
“Should the tra!ic analysis identify deficiencies at SHS intersections, Caltrans supports proportional fair share contributions for mitigation. However, Caltrans cannot collect or support fair share contributions that are based solely on Level of Service (LOS) impacts, as LOS is no longer considered a significant impact under CEQA. Mitigation must be tied to safety, multimodal improvements, or VMT reductions to be considered supportable and enforceable by Caltrans.” Per Section 5.3 Safety Analysis of State Highway Facilities of this TIA, Merced Street and Highway 99 SB O! Ramp and Merced Street and Highway 99 NB On and O! ramp intersections have actual fatal collisions and fatal plus injury collision rates that are below the average rates for similar facilities. Per Section 11.0 Queuing Analysis of this TIA, the before mentioned intersections do not exhibit issues with queuing along the SHS o! ramps. Therefore, mitigation improvements presented for these intersections primarily serve as a capacity based improvement towards LOS and not necessarily to improve upon any significant safety issue concern(s) currently present. It is recommended that the Project contributes its fair share percentage per Table 19 to the City of Fowler whereas proposed mitigations may be implemented in the future when warranted to address emerging safety or multimodal concerns.
115
Section 7, Item 7E
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13.0 CONCLUSIONS AND RECOMMENDATIONS
Conclusions and recommendations for the proposed Project and its impacts are presented below.

Existing Conditions
• All study intersections currently operate within acceptable LOS. • Merced Street and Highway 99 NB On and Off Ramps currently operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Existing Plus Project Phase 1
• All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 NB On and Off Ramps will continue to operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Near Term Opening (Phase 1 Plus Pending/Approved Projects) • All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS D the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.

Near Term Build Out (Phase 1 and Phase 2 Plus Pending/Approved Projects) • Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS E during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation Option 1: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
o Mitigation Option 2: Install traffic signal with existing lane configurations.

Eastbound left turn lane to have protected phasing. This will improve the LOS to B in the AM peak hour and B in the PM peak hour.

Year 2046 No Project
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
116
Section 7, Item 7E
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Cumulative Year 2046 Plus Project
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to C in the AM peak hour and A in the PM peak hour.

Queuing Analysis
The City should consider right-turn and left-turn storage lengths analyzed in Section 11 of this TIA.
• Merced Street and Highway 99 SB Off Ramp westbound left turn lane experiences an existing deficiency in available storage during the AM and PM peak hours. This deficiency increases in the all future scenarios. With existing intersection geometrics and control, the westbound left turn lane would require a minimum of 150’ of storage which will not be achievable without affecting the available storage of the eastbound left turn lane at Merced Street and Highway 99 NB On-Off Ramp intersection. This is due to Merced Street’s short 250’ roadway segment between these two intersections.

Project’s Equitable Fair Share
It is recommended that the Project contribute its equitable fair share per Table 19 in Section 12 of this TIA for future improvements not covered by an existing impact fee program or grant funds.

117
Section 7, Item 7E
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14.0 References
Provost & Pritchard. 2022. “City of Fowler 2040 General Plan Draft Environmental Impact Report”. Fowler: City of Fowler.

Provost & Pritchard. 2023. “City of Fowler 2040 General Plan”. Fowler: City of Fowler.

Provost & Pritchard. 2025. “City of Fowler Traffic Impact Analysis Guidelines”. Fowler: City of Fowler.

Institute of Transportation Engineers. 2021. “Trip Generation Manual 11th Edition”. Washington:

Institute of Transportation Engineers.

Transportation Research Board. 2022. “Highway Capacity Manual 7th Edition”. Washington: The National Academy of Sciences.
118
Section 7, Item 7E
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix A

APPENDIX A
Figures
119
Section 7, Item 7E

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 1

PROJECT SITE PLAN
09/05/2025
25-108
1 1
PHASE 1
PHASE 2
120
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 2

VICINITY MAP
09/05/2025
25-108
1 1 121
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 3

EXISTING LANE CONFIGURATION
09/05/2025
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1 1
YIELD
YIELD
YIELD
122
Section 7, Item 7E
123
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 5

EXISTING LEVELS OF SERVICE
09/05/2025
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1 1 124
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 6
PHASE 1 PROJECT TRIP DISTRIBUTION
09/05/2025
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1 1 125
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 7
PROJECT PHASE 1 ONLY TRIPS
09/05/2025
25-108
1 1 126
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 8
EXISTING PLUS PHASE 1 VOLUMES
09/05/2025
25-108
1 1 127
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 9
EXISTING PLUS PHASE 1 LOS
09/05/2025
25-108
1 1 128
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 10

PENDING AND APPROVED PROJECT TRIPS
09/05/2025
25-108
1 1 129
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 11

NEAR TERM OPENING VOLUMES
09/05/2025
25-108
1 1 130
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 12

NEAR TERM OPENING LOS
09/05/2025
25-108
1 1 131
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 13
PHASE 2 PROJECT TRIP DISTRIBUTION
09/05/2025
25-108
1 1 132
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 14
PROJECT PHASE 2 ONLY TRIPS
09/05/2025
25-108
1 1 133
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 15

NEAR TERM BUILD OUT VOLUMES
09/05/2025
25-108
1 1 134
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 16

NEAR TEARM BUILD OUT LOS
09/05/2025
25-108
1 1 135
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 17
YEAR 2046 NO PROJECT VOLUMES
09/05/2025
25-108
1 1 136
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 18
YEAR 2046 NO PROJECT LOS
09/05/2025
25-108
1 1 137
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 19
CUMULATIVE 2046 PLUS PROJECT VOLUMES
09/05/2025
25-108
1 1 138
Section 7, Item 7E

EAST ADAMS
AVENUE

EAST SUMNER
AVENUE

EAST SOUTH

AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET

EAST MERCED STREET

SOUTH GOLDEN STATE BLVD

PROJECT TITLE

SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:

Scale: As Noted
YH Job No.

Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520

TRAFFIC IMPACT ANALYSIS
FIGURE 20
CUMULATIVE 2046 PLUS PROJECT LOS
09/05/2025
25-108
1 1 139
Section 7, Item 7E
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix B

APPENDIX B
Scoping Letter
140
Section 7, Item 7E
May 7, 2025
Soo Ho Park, City Engineer
City of Fowler
128 S 5th Street
Fowler, CA 93625
Subject: Proposed Scope of Work for the Preparation of a Traffic Impact Analysis for the Crown Homes Residential Development Located Along at the Southwest Quadrant of Sumner Avenue and Sunnyside Avenue in the City of Fowler Dear Mr. Park,
Yamabe & Horn Engineering, Inc (YH) is requesting a review and approval of the proposed scope of work for preparation of a Traffic Impact Analysis (TIA) located at the southwest quadrant of Sumner Avenue and Sunnyside Avenue in the City of Fowler. The Project will consist of two phases with Phase 1 developing 93 single family residential units and Phase 2 developing 87 single family residential units for a total of 180 single family residential units. Based on the information provided to YH, the Project land use is consistent with the City of Fowler adopted 2040 General Plan and thus will not require a General Plan Amendment. An aerial of the Project vicinity is shown in Exhibit 1.

Project Trip Generation
To estimate the number of trips generated by the proposed Project, data from the latest Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition was used. Utilizing trip generation data for LU 210 (Single-Family Detached Housing), trips generated were determined separately for the two phases of the Project as shown on Table 1. At full build out, the Project will generate approximately 1,697 total daily weekday trips, 127 total AM peak hour trips, and 88 total PM peak hours trips.

TABLE 1 – TRIP GENERATION
Land Use/Zoning Size
Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
Phase 1 Single Family
Detached Homes
(ITE LU 210)

93.00 9.43 877 0.70 17 48 0.94 56 32
DU 26 / 74 63 / 37
Phase 2 Single Family
Detached Homes
(ITE LU 210)

87.00 9.43 820 0.70 16 45 0.94 52 30
DU 26 / 74 63 / 37
TOTAL 33 93 56 32
Trip generation rates and splits per ITE Trip Generation Manual, 11th Edition. 141
Section 7, Item 7E
Intersections to be Analyzed

1. Clovis Avenue and Adams Avenue

2. Clovis Avenue and Sumner Avenue

3. Sunnyside Avenue and Sumner Avenue

4. Clovis Avenue and South Avenue

5. Sunnyside Avenue and South Avenue

6. Sumner Avenue and Highway 99 SB Off-Ramp

7. Sumner Avenue and Highway 99 NB Ramps

8. Fowler Avenue and Fresno Street

9. Fowler Avenue and South Avenue
Locations of the study intersections are shown in Exhibit 2.

Scenarios to be Analyzed

1. Existing Conditions

2. Existing plus Project Conditions (Phase 1 Only)

3. Near Term Opening (Phase 1 Only) Plus Pending/Approved Projects

4. Near Term Build Out (Phase 1 Plus Phase 2) Plus Pending/Approved Projects

5. Year 2046 No Project

6. Cumulative Year 2046 (Phase 1 Plus Phase 2) Conditions Analysis will be performed pursuant to the City of Fowler TIA guidelines dated January 2025. A qualitative analysis of existing and planned transit routes, walkways, and bikeways in the vicinity of the Project will be included with the TIA.

Data Collection
Recent (less than 12 months) traffic counts will be obtained for the study intersections. Time periods of said traffic analysis intersection and scenarios will be consistent with the City of Fowler TIA guidelines, which are weekdays AM and PM peak hours. Therefore, existing turn movement traffic counts will be collected during 7-9 AM and 4-6 PM peak hours on a Tuesday, Wednesday, or Thursday. Counts will also include pedestrians and bicyclists, as well as truck traffic volume (unclassified) to determine percent truck traffic for modeling purposes.

Other Scope of Work Items
Other YH scope of work items include:
• Request and obtain Fresno Council of Government (Fresno COG) Project Select Zone Analysis traffic forecast models for Base Year, Select Zone Project Only Trips, and Cumulative Year 2046.
• Use Increment Method to estimate future traffic growth volumes for Year 2046 scenarios. • Determine Project trip distribution by applying engineering judgement based on the Project’s vicinity to surrounding land uses, roadway circulation, and the Fresno COG Project Select Zone forecast modeling.
142
Section 7, Item 7E
• Perform site visits to observe existing traffic patterns, conditions, and confirm existing geometric layouts of the study intersections.
• Perform Signal Warrant 3 (Peak Hour) and Warrant 7 (Crash Experience) for study intersections where signalization is a recommended mitigation. • Perform queuing analysis for all study intersections and scenarios. • Perform traffic signal warrants 1 (Eight-Hour Volume), 2 (Four-Hour Volume), 3 (Peak Hour), and 7 (Crash Experience).

Please review and comment/concur. Thank you for your time and assistance in this matter.

Sincerely,
Brandon Broussard, PE
Principal Engineer
Attachment:

Exhibit 1 – Aerial of Project Vicinity
Exhibit 2 – Study Intersections
CC: David Padilla – [email protected]
Caltrans District 6 Transportation Planning
Hector Lluna – [email protected]
Fresno County Design Division, Transportation Planning

143
Section 7, Item 7E
EXHIBIT 1 – AERIAL OF PROJECT VICINITY
144
Section 7, Item 7E
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727
TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM PROJECT TITLE SHEET DESCRIPTION Plot By: Andrew Vongphachanh Plot Date: 5/7/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\Scoping Document\25-108_Study Intersection Map.dwg Date: Scale: As Noted YH Job No. Sheet No. of Sheets CROWN HOMES - SUNNYSIDE & SUMNER SCOPING DOCUMENT EXHIBIT 2 STUDY INTERSECTIONS 5/7/2025 25-108 1 1 STUDY INTERSECTIONS 145
Section 7, Item 7E
1 Andrew Vongphachanh
From: Luna, Hector <[email protected]>
Sent: Thursday, May 8, 2025 8:52 AM
To: Adrienne Burns; Dave Padilla
Cc: [email protected]; Dawn Marple ([email protected]); Soo Ho Park ([email protected]); Community Development; Andrew Vongphachanh; Adam Lee; Hines, Brody
Subject: RE: Crown: Fowler Project (Sumner/Sunnyside)
Good morning,
The County concurs with the proposed study intersections identified in the scoping document. Additionally, the PCI of Sumner Avenue, between Clovis Avenue and the project's western boundary, should be analyzed in the TIS.

Regards,
Hector E. Luna| Senior Planner
Department of Public Works and Planning |
Water and Natural Resources Division
2220 Tulare St. 6th Floor Fresno, CA 93721
Main O/ice: (559) 600-4292 | Direct: (559) 600-9672
Email: [email protected]
Your input matters! Customer Service Survey
From: Adrienne Burns <[email protected]>
Sent: Wednesday, May 7, 2025 4:13 PM
To: Dave Padilla <[email protected]>; Luna, Hector <[email protected]> Cc: [email protected]; Dawn Marple ([email protected]) <[email protected]>; Soo Ho Park ([email protected]) <[email protected]>; Community Development <[email protected]>; Andrew Vongphachanh <[email protected]>; Adam Lee <[email protected]> Subject: Crown: Fowler Project (Sumner/Sunnyside)
Good Afternoon, Dave and Hector,
I am sending you a Tra/ic Scoping Letter that we would like to request that you review for a project in the City of Fowler. The City sta/ has made initial comments and redlines to the scope and we have revised the scope accordingly and are now looking for your feedback and/or approval so we can proceed with the Tra/ic Impact Study. We were hoping to get the counts going ASAP due to the short window we have before school lets out for the summer. If you can accommodate that expedited review, we would greatly appreciate it. Please let me know if you have any questions or comments.

Thank you.

Adrienne Burns
Planning & Entitlements
______________________
146
Section 7, Item 7E
2 2985 N. Burl Ave. Suite 101 Fresno, CA 93727
O: (559) 244-3123 | M: (559) 779-3971
yandhengr.com
“A committed team providing high quality engineering services for our clients and community.” 147
Section 7, Item 7E
“Provide a safe and reliable transportation network that serves all people and respects the environment” DISTRICT 6 OFFICE
1352 WEST OLIVE AVENUE |P.O. BOX 12616 |FRESNO, CA 93778-2616 (559) 365-5140 | FAX (559) 488-4195 | TTY 711
www.dot.ca.gov
May 28, 2025
FRE-99-11.36
TSM 25-19 Tract 6520
Sumner & Sunnyside
GTS: 36318

SENT VIA EMAIL
Ms. Adrienne Burns, Planning & Entitlements
Yamabe & Horn Engineering, Inc.
2985 N. Burl Ave. Suite 101
Fresno, CA 93727
Dear Ms. Burns:

Caltrans has completed a review of the application for a Tentative Tract Map with 180 lots and the Traffic Impact Analysis (TIA) Scope. The Project site is generally located at the southwest quadrant of the Sunnyside Avenue and Summer Avenue intersection.

State Route (SR) 99 and Merced Street is approximately 2,000 feet from the proposed project. Per the included files submitted, the project will consist of two phases, with Phase 1 developing 93 single-family residential units and Phase 2 developing 87 singlefamily residential units for a total of 180 single-family residential units.

General Comments
The mission of Caltrans is to provide a safe and reliable transportation network that serves all people and respects the environment. The Local Development Review (LDR) process reviews land use projects and plans through the lenses of our mission and state planning priorities of infill, conservation, and travel‐efficient development. Caltrans acknowledges and appreciates early coordination on this project. Early consultation ensures potential impacts to the State Highway System (SHS) are evaluated appropriately and allows sufficient time for safety, operational, and multimodal concerns to be addressed.

TIA Scope Review Comments
a. Caltrans Concurs with the following Traffic Analysis Scenarios:
• Existing Conditions
• Existing plus Project Conditions (Phase 1 Only)
• Near Term Opening (Phase 1 Only) Plus Pending/Approved Projects • Near Term Build Out (Phase 1 Plus Phase 2) Plus Pending/Approved Projects • Year 2046 No Project
• Cumulative Year 2046 (Phase 1 Plus Phase 2) Conditions 148
Section 7, Item 7E
Ms. Adrienne Burns – TSM 25-19
May 28, 2025

“Provide a safe and reliable transportation network that serves all people and respects the environment” b. Please include a Trip Distribution percentage map.
c. Traffic Operations study intersections.
• Merced Street and SR-99 SB Off-Ramp
• Merced Street and SR-99 NB Ramps
• S Fowler Avenue and SR-99 SB On-Ramp
• W Fresno Street and S Fowler Avenue
• SR 99 SB Off-ramp and Adams Avenue
Safety Assessment
Per the included Traffic Impact Analysis submitted, Data from the Institute of Transportation Engineers (ITE) Trip Generation Manual 11th Edition (Land Use 210 – Single Family Detached housing), trips generated were determined separately for the two phases of the Project as shown on Table 1. At full build out, the Project will generate approximately 1,697 total daily weekday trips, 127 total AM peak hour trips, and 88 total PM peak hour trips. Consequently, it is projected by Caltrans that the trips generated by this development may have a safety impact on the State Highway System. According to the Caltrans Local Development Review Safety Practitioner’s Guidance dated February 2024, a safety review for a development is not required if the project makes no physical modification in the State Highway System (SHS) and the project results in zero additional trips by any mode on the SHS. Since the proposed development is adding trips to the SHS, a safety review will be required. The safety review should identify and analyze any potential safety impacts on nearby State Route intersections and ramps due to the increased vehicle trips. The developer should request a Caltrans crash data summary for the involved SHS facility using the included Crash Data Request Form.

Fair Share Mitigation
Should the traffic analysis identify deficiencies at SHS intersections, Caltrans supports proportional fair share contributions for mitigation. However, Caltrans cannot collect or support fair share contributions that are based solely on Level of Service (LOS) impacts, as LOS is no longer considered a significant impact under CEQA. Mitigation must be tied to safety, multimodal improvements, or VMT reductions to be considered supportable and enforceable by Caltrans.

Active Transportation Plans and Smart Growth Efforts
Alternative transportation policies should be applied to the development. Caltrans supports reducing Vehicle Miles Traveled (VMT) and Green House Gas (GHG) emissions in ways that increase the likelihood people will use and benefit from a multimodal transportation network. An assessment of multi-modal facilities should be conducted to develop an integrated multi-modal transportation system to serve and help alleviate traffic congestion caused by the project and related development in this area of the city. The assessment should include the following:
149
Section 7, Item 7E
Ms. Adrienne Burns – TSM 25-19
May 28, 2025

“Provide a safe and reliable transportation network that serves all people and respects the environment” • Pedestrian walkways should link this proposal to an internal project area walkway, transit facilities, as well as other walkways in the surrounding area. • The Project might also consider coordinating connections to local and regional bicycle pathways to further encourage the use of bicycles for commuter and recreational purposes.
• If transit is not available within ¼-mile of the site, transit should be extended to provide services to what will be a high activity center. • Caltrans recommends the Project implement “smart growth” principles regarding parking solutions, to provide alternative transportation choices to residents and employees. Alternative transportation choices may include but are not limited to parking for carpools/vanpools, car-share and/or ride-share programs.

Vehicle Miles Traveled (VMT)
Based on Caltrans VMT-Focused Transportation Impact Study Guide, dated May 20, 2020, and effective as of July 1, 2020, Caltrans seeks to reduce single occupancy vehicle trips, provide a safe transportation system, reduce per capita Vehicle Miles Traveled (VMT), increase accessibility to destinations via cycling, walking, carpooling, transit and reduce greenhouse gas (GHG) emissions. Caltrans recommends that the project proponent continue to work with the City or County to further implement improvements to reduce vehicles miles traveled and offer a variety of transportation modes for its employees.

If you have any other questions, please call Elizabeth Yelton, Transportation Planner at (559) 365-5140.

Sincerely,

Mr. DAVE PADILLA, Branch Chief,
Local Development Branch
150
Section 7, Item 7E
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix C

APPENDIX C
Traffic Counts
151
Section 7, Item 7E
1 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 3 0 1 0 1 7 3 0 0 2 1 3 1 0 0 1 0 1 21 14% 55 12:15 AM to 12:30 AM 0 0 5 0 2 0 0 10 0 0 0 0 0 1 0 0 0 0 0 0 16 13% 3912:30 AM to 12:45 AM 0 0 2 0 0 0 1 3 0 1 0 1 1 1 0 0 0 0 0 0 9 11% 3012:45 AM to 1:00 AM 0 0 1 0 0 0 1 5 0 0 0 1 0 1 0 0 0 0 0 0 9 0% 29 1:00 AM to 1:15 AM 0 0 2 0 0 0 1 1 0 0 0 1 0 0 1 0 0 0 0 0 5 20% 261:15 AM to 1:30 AM 0 0 4 0 1 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 7 14% 331:30 AM to 1:45 AM 0 0 1 0 1 0 0 2 0 0 0 4 0 0 1 0 1 0 0 0 8 25% 401:45 AM to 2:00 AM 0 0 1 0 0 0 0 2 1 1 0 0 1 1 1 0 0 0 0 0 6 33% 392:00 AM to 2:15 AM 0 0 2 1 1 0 0 4 3 0 0 1 1 0 0 0 0 0 0 0 12 8% 412:15 AM to 2:30 AM 0 0 3 1 1 0 1 0 0 0 0 6 1 0 2 0 1 1 0 0 14 21% 362:30 AM to 2:45 AM 0 0 0 0 0 0 0 3 2 0 0 1 1 0 0 0 0 0 0 0 7 0% 302:45 AM to 3:00 AM 0 0 1 0 0 0 0 3 2 0 0 2 0 0 0 0 0 0 0 0 8 0% 303:00 AM to 3:15 AM 0 0 1 1 0 0 0 1 1 0 0 1 1 0 0 0 0 1 0 0 7 0% 323:15 AM to 3:30 AM 0 0 2 0 1 0 0 3 1 0 0 1 0 1 0 0 0 0 0 0 8 13% 353:30 AM to 3:45 AM 0 0 2 0 1 0 1 1 2 0 0 0 1 0 0 0 0 0 0 0 7 14% 403:45 AM to 4:00 AM 0 0 3 0 0 0 0 2 2 0 0 1 0 0 0 0 0 2 0 0 10 0% 594:00 AM to 4:15 AM 0 0 0 0 0 0 0 2 4 0 0 1 0 0 0 0 0 3 0 1 10 10% 924:15 AM to 4:30 AM 0 0 3 0 0 0 0 1 4 0 0 2 2 0 1 0 0 1 0 0 13 8% 1544:30 AM to 4:45 AM 0 0 4 1 0 0 0 6 6 0 0 4 2 0 2 0 0 2 1 0 26 8% 2874:45 AM to 5:00 AM 0 2 9 1 0 0 2 11 4 0 0 2 9 1 0 0 0 2 0 0 43 0% 4665:00 AM to 5:15 AM 0 1 9 1 0 0 0 23 11 0 0 6 4 4 1 0 1 11 1 0 72 1% 5335:15 AM to 5:30 AM 0 3 18 4 1 0 3 45 20 1 0 19 5 9 3 0 4 15 1 1 146 4% 5515:30 AM to 5:45 AM 0 6 18 4 0 0 5 89 33 2 0 14 4 4 1 0 3 25 0 0 205 1% 5065:45 AM to 6:00 AM 0 2 19 3 0 0 2 28 21 1 0 8 14 0 2 0 0 13 0 0 110 3% 4246:00 AM to 6:15 AM 0 4 19 1 0 0 2 18 25 1 0 7 7 1 1 0 1 5 0 0 90 2% 4656:15 AM to 6:30 AM 0 2 21 3 0 0 0 24 22 3 0 13 9 2 6 0 0 4 1 1 101 10% 5046:30 AM to 6:45 AM 0 3 39 3 1 0 1 26 18 3 0 11 7 2 4 0 4 9 0 0 123 7% 5266:45 AM to 7:00 AM 0 8 30 2 0 0 1 34 26 4 0 17 9 3 2 0 0 21 0 3 151 6% 5667:00 AM to 7:15 AM 0 1 35 5 1 0 3 35 10 1 0 13 10 2 2 0 0 14 1 0 129 3% 5767:15 AM to 7:30 AM 0 2 23 5 0 0 1 30 17 2 0 24 10 4 5 0 1 3 3 1 123 7% 5857:30 AM to 7:45 AM 0 5 54 8 1 0 1 23 28 2 0 18 7 2 3 0 2 14 1 1 163 4% 5717:45 AM to 8:00 AM 0 2 42 13 2 0 4 29 13 0 0 12 19 7 1 0 4 11 5 1 161 2% 4998:00 AM to 8:15 AM 0 4 28 12 3 1 6 21 10 3 0 16 20 2 2 0 5 11 2 0 138 6% 4158:15 AM to 8:30 AM 0 0 30 10 1 0 4 18 9 3 0 12 9 1 2 0 7 9 0 0 109 6% 3538:30 AM to 8:45 AM 0 1 29 5 2 0 3 15 7 4 0 7 4 7 0 0 2 10 1 1 91 8% 3268:45 AM to 9:00 AM 0 3 20 5 2 0 2 18 6 1 0 9 4 3 1 0 1 5 1 0 77 5% 3059:00 AM to 9:15 AM 0 5 13 3 1 0 4 17 8 3 0 9 5 2 2 0 1 6 3 1 76 9% 3119:15 AM to 9:30 AM 0 4 17 2 2 0 5 21 11 3 0 3 9 3 2 0 3 4 0 1 82 10% 3269:30 AM to 9:45 AM 0 1 14 4 0 0 1 17 8 3 0 7 7 5 2 0 1 5 0 1 70 9% 3189:45 AM to 10:00 AM 0 1 12 4 2 0 1 20 11 1 0 8 10 3 5 0 3 8 2 0 83 10% 328 10:00 AM to 10:15 AM 0 3 21 3 3 0 4 10 10 2 0 13 7 2 3 0 2 10 6 2 91 11% 33110:15 AM to 10:30 AM 0 1 22 2 3 0 2 13 5 2 0 6 10 4 1 0 1 6 2 0 74 8% 34310:30 AM to 10:45 AM 0 4 16 4 0 0 5 14 11 3 0 6 9 0 4 0 2 7 2 2 80 11% 34210:45 AM to 11:00 AM 0 2 19 6 0 0 3 21 7 3 0 4 8 3 4 0 1 11 1 1 86 9% 36011:00 AM to 11:15 AM 0 3 21 5 2 0 3 27 10 4 0 11 6 4 2 0 4 8 1 1 103 9% 377 Time
Northbound Southbound Eastbound Westbound
Clear
Adams Ave @ Clovis Ave
Fresno
Tuesday, May 20, 2025

36.6344025
-119.700075
1 152
Section 7, Item 7E
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 3 12 1 0 0 2 18 5 8 0 7 8 4 4 0 2 8 3 0 73 16% 38911:30 AM to 11:45 AM 0 3 21 4 2 0 5 16 13 4 0 11 12 2 1 0 2 8 1 1 98 8% 43111:45 AM to 12:00 PM 0 1 24 0 1 0 4 29 14 4 0 6 14 2 3 0 1 7 1 0 103 8% 416 12:00 PM to 12:15 PM 0 4 25 2 2 0 6 24 11 4 0 15 12 2 2 0 3 8 3 0 115 7% 40912:15 PM to 12:30 PM 0 3 30 2 0 0 4 25 6 0 0 10 20 1 5 0 2 9 3 1 115 5% 38712:30 PM to 12:45 PM 0 3 22 0 2 0 3 19 9 3 0 8 6 1 2 0 2 10 0 2 83 11% 38112:45 PM to 1:00 PM 0 2 19 2 1 0 8 20 18 0 0 7 7 6 1 0 2 5 0 1 96 3% 419 1:00 PM to 1:15 PM 0 0 20 4 0 0 3 25 8 2 0 6 10 4 1 0 1 10 2 1 93 4% 4411:15 PM to 1:30 PM 0 1 37 3 2 0 4 25 6 3 0 10 6 3 2 0 4 9 1 0 109 6% 5031:30 PM to 1:45 PM 0 6 36 2 2 0 4 35 6 5 0 15 8 1 1 0 2 6 0 3 121 9% 5691:45 PM to 2:00 PM 0 2 20 6 0 0 6 33 14 6 0 8 11 6 1 0 1 10 1 0 118 6% 6292:00 PM to 2:15 PM 0 5 34 6 6 0 6 32 12 5 0 15 23 6 4 0 5 10 1 1 155 10% 6812:15 PM to 2:30 PM 0 4 49 2 4 0 8 36 11 1 0 20 15 10 3 0 3 17 0 3 175 6% 7022:30 PM to 2:45 PM 0 13 32 15 3 0 3 39 20 2 0 21 14 6 6 0 4 13 1 0 181 6% 6982:45 PM to 3:00 PM 0 4 45 6 2 0 6 33 18 5 0 24 16 6 4 0 3 8 1 1 170 7% 7073:00 PM to 3:15 PM 0 6 32 7 1 0 8 43 11 2 0 29 22 7 4 0 2 8 1 0 176 4% 7393:15 PM to 3:30 PM 0 5 27 4 1 0 14 43 12 4 0 24 16 11 3 0 2 12 1 0 171 5% 7213:30 PM to 3:45 PM 0 6 26 0 0 0 10 34 16 1 0 33 21 12 5 0 9 19 4 2 190 4% 7143:45 PM to 4:00 PM 0 5 46 3 6 0 4 36 21 6 0 24 28 8 5 0 2 21 4 2 202 9% 6884:00 PM to 4:15 PM 0 3 24 3 5 0 5 48 16 3 0 20 16 9 4 0 2 11 1 1 158 8% 6754:15 PM to 4:30 PM 0 12 29 2 1 0 5 36 16 5 0 21 19 9 3 0 1 10 4 0 164 5% 6954:30 PM to 4:45 PM 0 2 31 3 1 0 4 56 15 6 0 18 16 6 3 0 0 12 1 0 164 6% 7204:45 PM to 5:00 PM 0 6 30 2 1 0 11 73 10 2 0 15 20 9 3 0 2 9 2 2 189 4% 6895:00 PM to 5:15 PM 0 8 23 3 0 0 12 63 13 3 0 16 20 4 3 0 3 10 3 0 178 3% 6405:15 PM to 5:30 PM 0 6 28 3 1 0 18 65 11 4 0 13 21 4 3 0 5 12 3 0 189 4% 5875:30 PM to 5:45 PM 0 3 32 2 0 0 8 41 9 1 0 9 10 4 2 0 4 8 3 0 133 2% 4995:45 PM to 6:00 PM 0 4 19 2 1 0 4 48 10 1 0 14 16 4 7 0 1 16 2 1 140 7% 4706:00 PM to 6:15 PM 0 2 27 0 2 0 8 44 13 4 0 8 9 4 3 0 1 7 2 2 125 9% 4276:15 PM to 6:30 PM 1 3 17 1 0 0 8 28 9 2 0 10 14 5 4 0 0 5 0 0 101 6% 3736:30 PM to 6:45 PM 0 8 22 2 1 0 5 24 7 1 0 10 12 2 1 0 7 4 1 0 104 3% 3296:45 PM to 7:00 PM 0 5 14 2 0 0 8 30 8 2 0 11 9 5 1 0 1 4 0 0 97 3% 2867:00 PM to 7:15 PM 0 1 14 2 2 0 2 16 9 1 0 7 6 4 1 0 1 9 0 1 71 7% 2607:15 PM to 7:30 PM 0 1 15 2 1 0 1 11 6 0 0 7 3 3 3 0 1 7 0 2 57 11% 2727:30 PM to 7:45 PM 0 6 11 0 0 0 3 17 4 0 0 7 10 1 0 0 2 0 0 0 61 0% 2867:45 PM to 8:00 PM 0 5 14 0 0 0 3 21 3 1 0 9 2 1 2 0 3 10 0 0 71 4% 2888:00 PM to 8:15 PM 0 3 21 0 0 0 6 26 7 0 0 2 3 3 0 0 1 10 1 0 83 0% 2798:15 PM to 8:30 PM 0 6 14 0 0 0 5 23 6 5 0 3 5 3 0 0 1 5 0 0 71 7% 2678:30 PM to 8:45 PM 0 3 9 2 0 0 3 21 5 0 0 6 6 2 0 0 0 6 0 0 63 0% 2628:45 PM to 9:00 PM 0 1 12 0 0 0 3 26 2 0 0 4 6 2 0 0 0 6 0 0 62 0% 2869:00 PM to 9:15 PM 0 1 12 2 1 0 8 27 4 0 0 3 5 3 0 0 1 5 0 0 71 1% 3149:15 PM to 9:30 PM 0 2 4 0 0 0 10 26 9 1 0 2 5 5 0 0 0 3 0 0 66 2% 3489:30 PM to 9:45 PM 0 3 4 1 0 0 20 41 5 1 0 5 3 1 0 0 1 2 1 0 87 1% 3799:45 PM to 10:00 PM 0 0 5 1 1 0 23 37 7 1 0 3 6 2 0 0 1 5 0 0 90 2% 413 10:00 PM to 10:15 PM 0 1 14 1 0 0 31 42 6 0 0 4 2 2 1 0 0 1 1 0 105 1% 39510:15 PM to 10:30 PM 0 1 6 0 0 0 41 31 4 2 0 2 6 2 0 0 1 3 0 0 97 2% 33910:30 PM to 10:45 PM 0 1 8 1 0 0 37 55 6 2 0 6 3 1 0 0 0 3 0 0 121 2% 27910:45 PM to 11:00 PM 0 0 5 0 0 0 25 31 2 4 0 4 4 0 0 0 0 1 0 1 72 7% 20311:00 PM to 11:15 PM 0 0 6 0 0 0 18 18 1 2 0 3 0 1 1 0 2 0 0 0 49 6% 19111:15 PM to 11:30 PM 0 1 4 0 0 0 8 13 4 4 0 4 2 1 2 0 0 0 0 0 37 16% 11:30 PM to 11:45 PM 0 0 2 0 0 0 15 16 2 2 0 3 1 1 0 0 3 1 1 0 45 4%11:45 PM to 12:00 AM 0 1 6 3 0 0 8 20 1 1 0 4 2 2 1 0 7 3 3 1 60 5% 1 248 1677 231 89 1 548 2343 854 183 0 850 765 291 175 0 159 645 92 49 8705 6% 585 739
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 0 13 147 38 6 1 12 103 68 7 0 70 56 15 11 0 12 39 11 3 585 5% 0.90 4:30 PM to 5:30 PM 0 22 112 11 3 0 45 257 49 15 0 62 77 23 12 0 10 43 9 2 720 4% 0.95 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 153
Section 7, Item 7E
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 17:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Adams Ave @ Clovis Ave 36.6344025
Fresno -119.700075
Tuesday, May 20, 2025 Clear
1 154
Section 7, Item 7E
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 1 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 11:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 11:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 PM to 3:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 13:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 3 0 4 0 0 2 4 6 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 1 2
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 155
Section 7, Item 7E
2 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 3 0 1 0 4 7 0 0 0 0 0 0 0 0 0 0 0 0 14 7% 44 12:15 AM to 12:30 AM 0 0 3 0 1 0 2 9 0 0 0 0 0 0 0 0 0 0 2 0 16 6% 3312:30 AM to 12:45 AM 0 0 1 0 0 0 2 2 0 1 0 0 0 0 0 0 0 0 1 0 6 17% 2212:45 AM to 1:00 AM 0 0 1 1 0 0 1 5 0 0 0 0 0 0 0 0 0 0 0 0 8 0% 19 1:00 AM to 1:15 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 161:15 AM to 1:30 AM 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 20% 211:30 AM to 1:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 211:45 AM to 2:00 AM 0 0 1 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 5 0% 212:00 AM to 2:15 AM 0 0 2 0 0 0 1 3 0 0 0 0 0 0 0 0 1 0 1 0 8 0% 202:15 AM to 2:30 AM 0 0 3 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 5 20% 152:30 AM to 2:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 192:45 AM to 3:00 AM 0 0 1 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 173:00 AM to 3:15 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 203:15 AM to 3:30 AM 0 0 3 0 1 0 1 4 0 0 0 0 0 0 0 0 1 0 0 0 9 11% 193:30 AM to 3:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 100% 143:45 AM to 4:00 AM 0 0 3 0 0 0 1 2 0 0 0 0 0 0 0 0 1 0 0 0 7 0% 254:00 AM to 4:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 404:15 AM to 4:30 AM 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 794:30 AM to 4:45 AM 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 12 0% 1604:45 AM to 5:00 AM 0 0 11 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 22 0% 2625:00 AM to 5:15 AM 0 0 10 1 0 0 2 24 0 0 0 1 1 0 0 0 1 0 1 0 41 0% 2955:15 AM to 5:30 AM 0 0 21 1 1 0 5 52 0 1 0 0 0 0 0 0 2 0 4 0 85 2% 3005:30 AM to 5:45 AM 0 0 26 4 0 0 0 80 1 0 0 1 0 0 0 0 1 0 1 0 114 0% 2695:45 AM to 6:00 AM 0 0 24 0 0 0 0 30 0 0 0 0 0 0 0 0 1 0 0 0 55 0% 2326:00 AM to 6:15 AM 0 0 22 2 1 0 2 16 0 1 0 1 0 0 0 0 1 0 2 0 46 4% 2526:15 AM to 6:30 AM 1 0 26 0 0 0 1 26 0 0 0 0 0 0 0 0 0 0 0 0 54 0% 2856:30 AM to 6:45 AM 0 1 39 0 0 0 0 31 1 0 0 2 0 1 0 0 0 1 1 1 77 1% 2986:45 AM to 7:00 AM 0 2 35 0 0 1 0 34 1 2 0 2 0 0 0 0 0 0 0 0 75 3% 3187:00 AM to 7:15 AM 1 0 40 0 1 0 1 37 0 1 0 0 0 0 0 0 0 0 0 0 79 3% 3317:15 AM to 7:30 AM 2 0 29 0 1 1 0 33 2 1 0 0 0 0 0 0 0 0 0 0 67 3% 3267:30 AM to 7:45 AM 0 0 66 0 1 0 1 28 1 0 0 1 0 0 0 0 0 0 0 0 97 1% 3257:45 AM to 8:00 AM 0 0 49 0 3 2 0 35 1 1 0 1 0 0 0 0 0 0 0 0 88 5% 2848:00 AM to 8:15 AM 0 0 43 0 2 1 0 27 1 3 0 2 0 0 0 0 0 0 0 0 74 7% 2468:15 AM to 8:30 AM 1 0 37 0 0 0 0 25 1 2 0 1 0 1 0 0 0 0 0 0 66 3% 2138:30 AM to 8:45 AM 0 0 32 0 2 1 0 23 0 2 0 0 0 0 0 0 0 0 0 0 56 7% 2038:45 AM to 9:00 AM 0 0 27 0 2 0 0 18 3 0 0 2 0 0 0 0 0 0 0 0 50 4% 1929:00 AM to 9:15 AM 0 0 20 0 1 0 0 19 1 1 0 1 0 0 0 0 0 0 0 0 41 5% 1899:15 AM to 9:30 AM 0 0 25 0 2 2 0 25 1 1 0 1 0 2 0 0 0 0 0 0 56 5% 2109:30 AM to 9:45 AM 1 0 17 2 1 0 1 21 0 1 0 1 0 0 0 0 2 0 0 0 45 4% 1979:45 AM to 10:00 AM 1 0 18 0 4 0 0 28 0 1 0 0 0 0 0 0 0 0 0 0 47 11% 196 10:00 AM to 10:15 AM 0 0 45 0 2 0 0 14 1 0 0 0 0 2 0 0 0 0 0 0 62 3% 19810:15 AM to 10:30 AM 0 0 23 0 3 0 0 19 0 2 0 1 0 0 0 0 0 0 0 0 43 12% 20010:30 AM to 10:45 AM 0 0 27 0 0 0 1 14 1 1 0 1 0 0 0 0 0 0 0 0 44 2% 19810:45 AM to 11:00 AM 0 0 25 0 0 1 0 22 0 1 0 1 0 0 0 0 0 0 0 0 49 2% 19911:00 AM to 11:15 AM 0 0 26 0 2 1 0 34 1 2 0 2 0 0 0 0 0 0 0 0 64 6% 212 Time
Northbound Southbound Eastbound Westbound
Clear
Sumner Ave @ Clovis Ave
Fresno
Tuesday, May 20, 2025

36.6271528
-119.7001666
1 156
Section 7, Item 7E
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 1 0 15 0 0 0 0 24 1 5 0 0 0 0 0 0 0 0 0 0 41 12% 21011:30 AM to 11:45 AM 1 0 24 0 2 0 0 20 0 1 0 0 0 0 0 0 0 0 0 0 45 7% 23311:45 AM to 12:00 PM 0 0 26 0 2 1 0 30 2 0 0 2 0 1 1 0 0 0 0 0 62 5% 234 12:00 PM to 12:15 PM 0 0 29 0 2 0 0 29 1 3 0 2 0 1 0 0 0 0 0 0 62 8% 22812:15 PM to 12:30 PM 0 0 35 0 0 0 0 28 0 0 0 1 0 0 0 0 0 0 0 0 64 0% 21512:30 PM to 12:45 PM 0 1 24 0 1 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 46 2% 22412:45 PM to 1:00 PM 0 2 27 0 1 0 0 27 0 1 0 0 0 0 0 0 0 0 0 0 56 4% 260 1:00 PM to 1:15 PM 0 0 19 0 1 1 0 29 0 0 0 0 0 0 0 0 0 0 0 0 49 2% 2751:15 PM to 1:30 PM 0 0 41 0 1 1 1 30 0 2 0 0 0 0 0 0 0 0 0 0 73 4% 3221:30 PM to 1:45 PM 0 0 31 0 2 0 9 27 1 1 0 2 1 0 0 0 0 1 10 1 82 5% 3461:45 PM to 2:00 PM 0 0 21 2 0 0 10 27 1 2 0 1 0 1 0 0 1 1 6 0 71 3% 4262:00 PM to 2:15 PM 0 0 33 3 5 0 9 34 1 3 0 1 0 1 0 0 2 0 12 1 96 9% 4162:15 PM to 2:30 PM 0 0 39 2 3 0 8 38 1 1 0 0 0 0 0 0 0 0 9 0 97 4% 4252:30 PM to 2:45 PM 0 1 79 4 4 0 13 47 2 0 0 2 0 0 0 0 6 0 8 3 162 4% 4262:45 PM to 3:00 PM 0 0 36 1 2 0 2 11 0 0 0 0 0 0 0 0 4 0 7 0 61 3% 3693:00 PM to 3:15 PM 0 0 37 5 1 0 13 35 2 0 0 0 1 0 0 0 7 0 5 0 105 1% 4233:15 PM to 3:30 PM 0 0 26 8 1 0 17 35 0 2 0 0 1 0 0 0 2 0 9 0 98 3% 4143:30 PM to 3:45 PM 0 0 27 3 0 0 15 40 1 3 0 0 2 0 0 0 8 1 8 2 105 5% 4053:45 PM to 4:00 PM 0 0 43 1 5 0 15 33 0 3 0 0 2 0 0 0 8 3 10 2 115 9% 4014:00 PM to 4:15 PM 0 1 19 2 4 0 15 45 1 2 0 2 1 0 0 0 1 2 7 0 96 6% 4094:15 PM to 4:30 PM 0 0 30 0 0 0 17 27 2 3 0 0 0 0 0 0 1 0 12 1 89 4% 4184:30 PM to 4:45 PM 0 0 26 2 0 0 17 37 1 3 0 1 1 0 0 0 1 3 12 1 101 4% 4514:45 PM to 5:00 PM 0 0 21 3 1 0 23 56 2 2 0 1 1 0 0 0 2 1 13 0 123 2% 442 17205:00 PM to 5:15 PM 0 0 24 1 2 0 25 45 0 2 0 0 1 0 0 0 2 1 6 0 105 4% 401 17125:15 PM to 5:30 PM 0 0 27 2 0 0 21 55 0 2 0 0 1 1 0 0 1 1 13 0 122 2% 384 16785:30 PM to 5:45 PM 0 0 24 4 0 0 12 38 0 1 0 0 1 0 0 0 4 0 9 2 92 3% 321 15485:45 PM to 6:00 PM 0 0 21 1 0 0 14 34 0 1 0 0 0 0 0 0 4 1 7 2 82 4% 301 14076:00 PM to 6:15 PM 0 0 19 2 1 0 13 39 0 0 0 0 0 0 0 0 2 2 11 1 88 2% 2766:15 PM to 6:30 PM 0 0 14 1 0 0 7 27 0 2 0 0 0 0 0 0 2 1 7 0 59 3% 2396:30 PM to 6:45 PM 0 0 17 4 1 0 9 23 0 0 0 1 0 0 0 0 3 1 14 0 72 1% 2126:45 PM to 7:00 PM 0 0 12 5 0 0 12 20 0 0 0 0 1 0 0 0 1 0 6 0 57 0% 1847:00 PM to 7:15 PM 0 0 13 0 1 0 9 17 0 1 0 0 1 0 0 0 6 0 5 2 51 8% 1737:15 PM to 7:30 PM 0 0 13 0 0 0 5 11 0 0 0 0 0 0 0 0 0 0 3 0 32 0% 1797:30 PM to 7:45 PM 0 0 12 2 0 0 7 12 0 0 0 1 0 0 0 0 4 0 6 0 44 0% 1977:45 PM to 8:00 PM 0 0 9 1 0 0 5 19 0 1 0 1 0 0 0 0 2 1 8 0 46 2% 1918:00 PM to 8:15 PM 0 0 18 1 0 0 12 18 0 0 0 0 0 0 0 0 1 0 7 0 57 0% 1888:15 PM to 8:30 PM 0 0 11 0 0 0 8 19 0 1 0 1 0 0 0 0 3 0 8 0 50 2% 1758:30 PM to 8:45 PM 0 0 11 0 0 0 10 14 0 1 0 0 0 0 0 0 1 1 1 0 38 3% 1668:45 PM to 9:00 PM 0 0 7 0 0 0 10 18 1 0 0 0 0 0 0 0 2 0 5 0 43 0% 1789:00 PM to 9:15 PM 0 0 10 0 1 0 7 22 0 0 0 1 0 0 0 0 0 0 4 0 44 2% 1799:15 PM to 9:30 PM 0 0 3 0 0 0 11 20 0 0 0 0 0 0 0 0 2 1 4 0 41 0% 2029:30 PM to 9:45 PM 0 0 5 0 0 0 11 29 1 1 0 0 0 0 0 0 2 0 2 0 50 2% 2119:45 PM to 10:00 PM 0 0 5 0 1 0 14 22 1 1 0 0 0 0 0 0 1 0 1 0 44 5% 223 10:00 PM to 10:15 PM 0 1 11 1 0 0 13 32 0 1 0 0 0 0 0 0 1 4 4 0 67 1% 21810:15 PM to 10:30 PM 0 0 5 3 0 0 15 23 0 1 0 0 1 0 0 0 1 0 2 0 50 2% 17910:30 PM to 10:45 PM 0 0 6 0 0 0 16 39 0 1 0 0 0 0 0 0 0 0 1 0 62 2% 14610:45 PM to 11:00 PM 0 0 4 1 0 0 8 25 0 2 0 0 0 0 0 0 0 0 1 0 39 5% 10611:00 PM to 11:15 PM 0 0 5 0 0 0 4 17 0 0 0 0 0 0 0 0 0 0 2 0 28 0% 10311:15 PM to 11:30 PM 0 0 4 0 0 0 6 5 0 2 0 0 0 0 0 0 0 0 2 0 17 12% 11:30 PM to 11:45 PM 0 0 2 0 0 0 6 14 0 4 0 0 0 0 0 0 0 0 0 0 22 18%11:45 PM to 12:00 AM 0 0 8 0 0 0 5 23 0 1 0 0 0 0 0 0 0 0 0 0 36 3% 9 9 1831 77 80 13 508 2189 39 88 0 42 17 11 1 0 99 28 280 19 5152 4% 331 451
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:00 AM to 8:00 AM 3 0 184 0 6 3 2 133 4 3 0 2 0 0 0 0 0 0 0 0 331 3% 0.85 4:30 PM to 5:30 PM 0 0 98 8 3 0 86 193 3 9 0 2 4 1 0 0 6 6 44 1 451 3% 0.92 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 157
Section 7, Item 7E
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sumner Ave @ Clovis Ave 36.6271528
Fresno -119.7001666
Tuesday, May 20, 2025 Clear
1 158
Section 7, Item 7E
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:00 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 159
Section 7, Item 7E
3 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 0 1 0 0 0 0 0 0 0 1 2 0 0 0 4 0 2 0 10 0% 28 12:15 AM to 12:30 AM 0 1 1 0 1 0 0 0 0 0 0 1 0 1 0 0 4 0 1 1 9 22% 2212:30 AM to 12:45 AM 0 0 1 1 0 0 1 0 0 0 0 0 1 1 0 0 1 1 0 0 7 0% 1612:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 0% 15 1:00 AM to 1:15 AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 0 4 0% 141:15 AM to 1:30 AM 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 3 0% 121:30 AM to 1:45 AM 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 0 1 0 2 0 6 17% 131:45 AM to 2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 102:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0% 142:15 AM to 2:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 1 1 1 4 50% 132:30 AM to 2:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 3 0% 102:45 AM to 3:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 4 0 0 0 0 0 0 0 5 20% 133:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0% 123:15 AM to 3:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 153:30 AM to 3:45 AM 0 0 0 1 0 0 2 0 1 0 0 0 0 0 0 0 2 0 0 0 6 0% 213:45 AM to 4:00 AM 0 0 0 2 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 4 0% 214:00 AM to 4:15 AM 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0% 284:15 AM to 4:30 AM 0 0 0 2 0 0 2 0 1 0 0 0 1 0 0 0 0 0 1 0 7 0% 534:30 AM to 4:45 AM 0 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 2 1 0 6 0% 654:45 AM to 5:00 AM 0 0 1 4 0 0 2 0 0 0 0 0 2 2 0 0 0 0 0 0 11 0% 885:00 AM to 5:15 AM 0 0 0 5 0 0 6 3 1 0 0 0 5 3 0 0 1 4 1 0 29 0% 975:15 AM to 5:30 AM 0 0 1 2 0 0 6 0 0 0 0 0 3 1 0 0 3 3 0 0 19 0% 885:30 AM to 5:45 AM 0 0 0 6 0 0 8 1 1 0 0 1 3 1 0 0 5 3 0 0 29 0% 905:45 AM to 6:00 AM 0 0 0 4 0 0 4 1 3 0 0 0 3 2 0 0 2 1 0 1 20 5% 1206:00 AM to 6:15 AM 0 0 0 4 0 0 5 0 1 0 0 0 3 0 0 0 5 0 2 0 20 0% 1496:15 AM to 6:30 AM 0 1 0 6 0 0 4 1 1 0 0 0 4 0 0 0 2 2 0 0 21 0% 1796:30 AM to 6:45 AM 1 1 3 9 0 0 14 2 4 0 0 0 5 2 0 1 11 5 1 0 59 0% 2346:45 AM to 7:00 AM 0 0 1 7 0 0 8 3 6 0 0 0 8 3 0 0 5 3 5 0 49 0% 2577:00 AM to 7:15 AM 0 0 4 7 0 0 20 3 2 0 0 0 3 3 0 0 2 3 3 0 50 0% 3007:15 AM to 7:30 AM 0 0 3 22 0 0 22 3 4 0 0 0 4 0 0 0 9 6 3 1 76 1% 3427:30 AM to 7:45 AM 1 1 1 19 1 0 25 5 4 0 0 0 7 2 0 0 7 4 6 1 82 2% 3587:45 AM to 8:00 AM 1 1 3 23 1 0 32 2 5 0 0 0 7 1 0 0 7 4 6 1 92 2% 3498:00 AM to 8:15 AM 0 2 6 25 1 0 27 3 5 0 0 0 4 0 0 0 11 0 9 0 92 1% 3058:15 AM to 8:30 AM 0 2 7 26 0 0 20 1 1 0 0 0 4 0 0 0 17 2 12 1 92 1% 2568:30 AM to 8:45 AM 0 1 3 10 0 0 14 0 3 1 0 0 4 5 0 0 15 5 13 1 73 3% 2098:45 AM to 9:00 AM 0 2 0 15 0 0 8 0 1 0 0 0 3 0 0 1 6 3 9 1 48 2% 1869:00 AM to 9:15 AM 1 0 2 12 0 0 9 0 1 1 0 0 1 0 0 0 13 1 3 1 43 5% 1679:15 AM to 9:30 AM 0 0 1 11 0 0 13 2 1 0 0 0 1 1 0 0 4 2 9 0 45 0% 1589:30 AM to 9:45 AM 0 0 1 8 0 0 15 2 1 0 0 0 1 2 0 0 8 6 6 0 50 0% 1549:45 AM to 10:00 AM 0 0 0 8 0 0 5 0 2 0 0 0 2 0 0 1 7 1 3 1 29 3% 153 10:00 AM to 10:15 AM 0 0 0 6 0 0 9 0 1 0 0 0 4 1 0 0 9 3 1 0 34 0% 16710:15 AM to 10:30 AM 0 1 2 11 0 0 7 1 0 0 0 0 0 1 0 1 9 1 7 0 41 0% 17610:30 AM to 10:45 AM 0 0 0 10 0 0 10 3 2 0 0 0 2 0 0 1 11 2 8 0 49 0% 15710:45 AM to 11:00 AM 0 0 2 2 0 0 10 4 2 1 0 0 2 0 0 0 10 1 10 2 43 7% 14611:00 AM to 11:15 AM 0 0 2 10 2 0 8 2 1 0 0 0 3 0 0 0 4 5 8 0 43 5% 157 Time
Northbound Southbound Eastbound Westbound
Clear
Sunnyside Ave @ Sumner Ave
Fresno
Tuesday, May 20, 2025

36.6271983
-119.6911674
1 160
Section 7, Item 7E
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 0 1 1 0 0 8 3 0 1 0 0 1 0 0 0 6 1 1 0 22 5% 15811:30 AM to 11:45 AM 0 0 3 7 1 0 7 2 0 1 0 0 1 0 0 0 8 1 9 0 38 5% 18011:45 AM to 12:00 PM 0 0 4 6 0 0 9 4 3 1 0 0 5 2 0 0 10 5 6 0 54 2% 188 12:00 PM to 12:15 PM 0 3 1 9 0 0 7 2 1 0 0 0 1 1 0 2 6 4 7 0 44 0% 18212:15 PM to 12:30 PM 0 2 5 6 0 0 10 2 0 0 0 0 0 1 0 0 11 1 6 0 44 0% 17312:30 PM to 12:45 PM 0 0 6 9 1 1 11 0 0 1 0 0 2 0 0 0 10 2 5 1 46 7% 17212:45 PM to 1:00 PM 0 0 2 13 1 0 10 1 0 0 0 0 0 1 0 0 9 2 10 0 48 2% 181 1:00 PM to 1:15 PM 0 0 3 9 0 0 12 0 0 1 0 0 1 0 0 0 6 1 3 0 35 3% 1831:15 PM to 1:30 PM 0 0 4 7 0 0 13 2 0 1 0 0 1 0 0 1 5 2 8 1 43 5% 1971:30 PM to 1:45 PM 0 1 1 9 0 0 6 2 3 0 0 4 7 2 2 0 6 5 9 1 55 5% 2051:45 PM to 2:00 PM 0 1 1 10 1 0 9 0 3 0 0 3 6 4 1 0 5 3 5 0 50 4% 2052:00 PM to 2:15 PM 0 2 0 6 0 0 4 1 1 0 0 4 4 1 0 0 5 12 9 1 49 2% 2212:15 PM to 2:30 PM 0 2 1 6 0 0 7 0 1 0 0 4 0 3 0 0 11 6 10 0 51 0% 2402:30 PM to 2:45 PM 0 1 1 6 1 0 7 1 1 1 0 3 11 0 1 0 9 13 2 3 55 11% 2772:45 PM to 3:00 PM 0 0 2 10 0 0 4 1 2 0 0 2 8 6 0 0 10 7 14 0 66 0% 3393:00 PM to 3:15 PM 0 0 1 14 0 0 7 1 2 0 0 5 10 3 0 0 5 11 9 0 68 0% 3733:15 PM to 3:30 PM 0 0 3 18 0 0 16 1 2 1 0 6 16 4 0 0 9 6 7 1 88 2% 3863:30 PM to 3:45 PM 0 1 3 10 1 0 11 3 1 1 0 5 13 2 1 0 27 17 24 2 117 4% 3703:45 PM to 4:00 PM 0 1 1 14 1 0 11 2 4 3 0 3 9 2 0 0 22 14 17 2 100 6% 3394:00 PM to 4:15 PM 0 2 3 5 0 0 7 1 4 0 0 3 11 4 2 0 17 10 14 0 81 2% 3234:15 PM to 4:30 PM 0 3 3 6 0 0 10 1 3 0 0 7 6 1 1 0 11 7 14 1 72 3% 3334:30 PM to 4:45 PM 0 1 1 7 0 0 12 2 5 0 0 7 8 2 0 0 18 8 15 1 86 1% 3574:45 PM to 5:00 PM 0 3 0 13 1 0 5 1 1 0 0 7 10 9 0 0 10 16 9 0 84 1% 350 13635:00 PM to 5:15 PM 0 2 2 9 0 0 15 1 1 0 0 8 10 9 2 0 12 7 15 0 91 2% 346 13865:15 PM to 5:30 PM 0 1 4 19 1 0 12 3 4 0 0 9 3 6 0 0 10 8 17 0 96 1% 315 13685:30 PM to 5:45 PM 0 2 1 12 0 0 8 2 3 0 0 7 8 3 0 0 10 7 16 4 79 5% 278 12895:45 PM to 6:00 PM 0 1 4 10 0 0 13 0 3 0 0 3 7 4 0 0 14 9 12 0 80 0% 270 12096:00 PM to 6:15 PM 0 1 1 11 1 0 9 0 2 0 0 8 4 1 0 0 6 8 9 0 60 2% 2386:15 PM to 6:30 PM 0 2 1 9 0 0 11 2 0 0 0 2 5 1 0 0 11 7 8 0 59 0% 2256:30 PM to 6:45 PM 0 3 2 8 0 0 10 2 2 0 0 3 7 3 0 0 14 12 5 0 71 0% 2096:45 PM to 7:00 PM 0 0 0 3 0 0 5 0 2 0 0 4 11 2 1 0 6 7 8 0 48 2% 1827:00 PM to 7:15 PM 0 0 1 2 0 0 5 2 2 0 0 2 5 4 0 0 3 10 11 2 47 4% 1807:15 PM to 7:30 PM 0 0 1 7 0 0 6 0 2 0 0 1 5 0 0 0 8 7 6 0 43 0% 1997:30 PM to 7:45 PM 0 2 1 6 0 0 2 2 0 0 0 3 1 3 0 0 11 3 10 0 44 0% 2007:45 PM to 8:00 PM 0 2 0 8 0 0 3 2 2 0 0 2 3 0 0 0 7 7 10 0 46 0% 1988:00 PM to 8:15 PM 0 1 0 6 0 0 9 2 3 0 0 7 4 4 0 0 13 5 12 0 66 0% 1948:15 PM to 8:30 PM 0 0 1 5 0 0 4 0 2 0 0 4 2 1 0 0 5 12 8 0 44 0% 1768:30 PM to 8:45 PM 0 0 2 6 0 0 9 0 0 0 0 1 3 2 0 0 9 5 5 0 42 0% 1728:45 PM to 9:00 PM 0 1 3 5 0 0 3 0 2 0 0 4 1 4 0 0 9 4 6 0 42 0% 1649:00 PM to 9:15 PM 0 0 1 4 0 0 4 3 1 0 0 3 4 1 0 0 11 3 13 0 48 0% 1509:15 PM to 9:30 PM 0 0 1 4 0 0 5 0 2 0 0 1 8 2 0 0 5 6 6 0 40 0% 1339:30 PM to 9:45 PM 0 0 1 2 0 0 6 0 0 0 0 2 7 0 0 0 4 5 7 0 34 0% 1199:45 PM to 10:00 PM 0 0 1 2 0 0 2 0 0 0 0 1 10 0 0 0 7 2 3 0 28 0% 119 10:00 PM to 10:15 PM 0 2 0 1 0 0 2 0 2 0 0 1 13 0 0 0 3 2 5 0 31 0% 10810:15 PM to 10:30 PM 0 0 0 1 0 0 3 0 0 0 0 3 11 0 0 0 2 2 4 0 26 0% 9010:30 PM to 10:45 PM 0 1 0 3 0 0 3 0 0 0 0 2 13 2 0 0 5 1 4 0 34 0% 7710:45 PM to 11:00 PM 0 1 0 2 0 0 1 0 0 0 0 1 6 0 0 0 5 1 0 0 17 0% 5411:00 PM to 11:15 PM 0 0 0 0 0 0 0 1 0 0 0 2 2 0 0 0 4 2 2 0 13 0% 4611:15 PM to 11:30 PM 0 0 0 0 0 0 4 0 0 0 0 1 2 1 0 0 0 1 4 0 13 0% 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 3 1 1 0 2 1 3 0 11 9%11:45 PM to 12:00 AM 0 0 0 0 0 0 2 0 0 0 0 0 3 2 0 0 0 1 1 0 9 0% 4 58 125 628 16 1 687 97 127 16 0 152 394 137 14 8 630 376 558 33 3982 2% 358 386
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 2 6 17 93 3 0 104 11 15 0 0 0 22 3 0 0 42 10 33 3 358 2% 0.97 4:30 PM to 5:30 PM 0 7 7 48 2 0 44 7 11 0 0 31 31 26 2 0 50 39 56 1 357 1% 0.93 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 161
Section 7, Item 7E
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 2:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 12:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 28:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 29:15 AM to 9:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 2 2 3 29:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sunnyside Ave @ Sumner Ave 36.6271983
Fresno -119.6911674
Tuesday, May 20, 2025 Clear
1 162
Section 7, Item 7E
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:45 PM to 1:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 11:45 PM to 2:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 12:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 17:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 17:30 PM to 7:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 37:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 28:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 4 28:15 PM to 8:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 1 4 2 7 28:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 4 0 7 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 0 2 17 1 48 8 68 3
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 163
Section 7, Item 7E
4 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 2 0 1 0 1 3 0 0 0 0 1 0 0 2 1 0 1 0 11 9% 36 12:15 AM to 12:30 AM 0 0 3 0 1 0 4 5 2 0 0 0 1 0 0 0 0 0 0 0 15 7% 3112:30 AM to 12:45 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 2212:45 AM to 1:00 AM 0 0 2 0 0 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 8 0% 25 1:00 AM to 1:15 AM 0 0 3 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 6 0% 221:15 AM to 1:30 AM 0 0 3 0 2 0 1 0 0 0 0 0 1 1 0 0 0 0 0 0 6 33% 231:30 AM to 1:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 1 0 0 0 0 1 0 0 5 0% 221:45 AM to 2:00 AM 0 0 0 0 0 0 0 1 1 1 0 1 0 1 0 0 0 0 1 0 5 20% 212:00 AM to 2:15 AM 0 0 1 0 1 1 1 1 1 0 0 0 2 0 0 0 0 0 0 0 7 14% 212:15 AM to 2:30 AM 0 1 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5 20% 172:30 AM to 2:45 AM 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 212:45 AM to 3:00 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0 2 0 5 0% 193:00 AM to 3:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 0 3 33% 223:15 AM to 3:30 AM 0 1 2 0 0 0 2 2 0 0 0 1 1 0 1 0 0 0 0 0 9 11% 213:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 0% 233:45 AM to 4:00 AM 0 0 1 0 0 0 1 2 0 0 0 0 2 0 0 0 0 0 2 0 8 0% 364:00 AM to 4:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 544:15 AM to 4:30 AM 0 1 1 0 0 0 0 0 0 0 0 1 0 3 0 0 0 2 3 0 11 0% 954:30 AM to 4:45 AM 0 1 3 1 0 0 0 6 0 0 0 0 1 0 0 0 0 1 2 0 15 0% 1824:45 AM to 5:00 AM 0 1 7 0 1 0 0 10 0 0 0 0 3 0 0 0 0 1 4 0 26 4% 2985:00 AM to 5:15 AM 0 1 5 0 1 0 1 17 2 0 0 1 3 2 0 0 1 4 6 0 43 2% 3445:15 AM to 5:30 AM 0 2 13 0 1 0 1 52 2 1 0 2 3 3 0 0 2 9 9 1 98 3% 3565:30 AM to 5:45 AM 0 4 18 0 0 0 3 71 3 0 0 3 9 5 0 0 1 3 11 0 131 0% 3175:45 AM to 6:00 AM 0 4 12 1 1 0 5 30 1 0 0 1 1 2 0 0 2 4 9 1 72 3% 2786:00 AM to 6:15 AM 0 4 19 0 1 0 5 8 2 0 0 4 3 2 0 0 1 4 3 0 55 2% 2926:15 AM to 6:30 AM 0 1 15 1 0 0 6 14 3 0 0 1 4 0 0 0 0 2 12 0 59 0% 3306:30 AM to 6:45 AM 0 2 24 0 0 0 7 19 3 1 0 7 4 2 0 0 3 5 16 0 92 1% 3556:45 AM to 7:00 AM 0 2 17 1 3 0 6 20 7 0 0 1 0 1 0 0 2 9 20 0 86 3% 3747:00 AM to 7:15 AM 0 3 12 0 0 0 9 34 1 1 0 4 3 1 1 0 1 4 21 0 93 2% 3867:15 AM to 7:30 AM 0 0 15 0 0 0 7 36 1 1 0 3 1 2 0 0 0 7 12 0 84 1% 3877:30 AM to 7:45 AM 0 1 33 1 0 0 9 16 4 0 0 4 7 3 1 0 1 2 30 0 111 1% 3887:45 AM to 8:00 AM 0 2 30 2 2 0 9 23 3 0 0 2 4 0 0 0 2 6 15 0 98 2% 3418:00 AM to 8:15 AM 0 0 16 1 0 0 5 25 1 3 0 7 8 4 3 0 2 5 20 1 94 7% 3018:15 AM to 8:30 AM 0 2 21 0 1 0 12 12 3 2 0 3 8 2 0 0 2 4 16 1 85 5% 2568:30 AM to 8:45 AM 0 1 12 0 0 0 3 17 2 3 0 5 2 2 1 0 1 7 12 3 64 11% 2338:45 AM to 9:00 AM 0 0 20 1 2 0 10 6 1 0 0 1 4 4 1 0 1 5 5 0 58 5% 2269:00 AM to 9:15 AM 0 1 9 0 1 0 7 11 1 1 0 3 7 0 0 0 1 1 8 0 49 4% 2279:15 AM to 9:30 AM 0 2 13 0 1 0 9 17 0 1 0 3 3 3 2 0 1 5 6 0 62 6% 2349:30 AM to 9:45 AM 0 2 10 0 0 0 10 13 1 1 0 2 4 1 0 0 2 4 8 0 57 2% 2259:45 AM to 10:00 AM 0 0 7 2 2 0 9 17 2 1 0 4 3 4 0 0 2 4 5 0 59 5% 213 10:00 AM to 10:15 AM 0 2 20 0 5 0 9 7 0 0 0 1 2 5 0 0 2 2 6 0 56 9% 21710:15 AM to 10:30 AM 0 0 15 0 1 0 7 12 1 1 0 2 3 2 0 0 1 2 8 0 53 4% 23210:30 AM to 10:45 AM 0 0 13 0 0 0 2 5 4 1 0 1 6 1 1 0 0 4 9 0 45 4% 23210:45 AM to 11:00 AM 0 0 13 0 0 0 7 14 3 1 0 3 3 3 0 0 1 7 9 0 63 2% 24411:00 AM to 11:15 AM 0 1 12 0 1 0 11 16 4 2 0 4 3 4 1 0 2 6 8 0 71 6% 253 Time
Northbound Southbound Eastbound Westbound
Clear
Clovis Ave @ South Ave
Fresno
Tuesday, May 20, 2025

36.6199478
-119.7002365
1 164
Section 7, Item 7E
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 1 5 1 1 0 14 8 1 4 0 1 5 3 1 0 0 4 10 1 53 13% 26011:30 AM to 11:45 AM 0 0 15 0 0 0 10 10 0 1 0 1 5 2 0 0 0 6 8 2 57 5% 28011:45 AM to 12:00 PM 0 4 13 0 1 0 15 11 3 0 0 3 5 0 1 0 3 6 9 0 72 3% 292 12:00 PM to 12:15 PM 0 1 17 3 1 0 12 14 2 2 0 4 6 6 2 0 1 3 9 0 78 6% 29012:15 PM to 12:30 PM 0 0 22 0 0 0 11 14 2 0 0 2 6 0 0 0 0 6 10 0 73 0% 26712:30 PM to 12:45 PM 0 2 21 1 1 0 11 11 0 0 0 2 5 5 0 0 1 4 6 0 69 1% 27212:45 PM to 1:00 PM 0 1 22 0 1 0 10 16 0 0 0 4 8 0 0 0 0 6 3 0 70 1% 287 1:00 PM to 1:15 PM 0 0 14 1 0 0 12 16 1 0 0 1 2 0 1 0 0 2 6 0 55 2% 2871:15 PM to 1:30 PM 0 0 27 1 0 0 7 17 4 2 0 4 4 2 1 0 0 5 7 0 78 4% 3271:30 PM to 1:45 PM 0 9 21 2 7 0 7 22 0 1 0 4 7 1 1 0 0 6 5 1 84 12% 3531:45 PM to 2:00 PM 0 1 17 0 0 0 11 20 0 1 0 2 5 3 3 0 0 6 5 0 70 6% 4312:00 PM to 2:15 PM 0 4 20 0 4 0 9 20 3 3 0 7 12 6 3 0 2 4 8 0 95 11% 4452:15 PM to 2:30 PM 0 3 35 0 2 0 10 28 1 0 0 3 9 3 3 0 2 5 5 0 104 5% 4512:30 PM to 2:45 PM 0 4 72 1 4 0 10 38 6 3 0 4 13 3 3 0 0 3 8 0 162 6% 4432:45 PM to 3:00 PM 0 2 22 0 2 0 10 16 6 1 0 7 7 2 1 0 0 6 6 0 84 5% 3903:00 PM to 3:15 PM 0 1 27 0 1 0 15 19 6 0 0 7 13 4 2 0 0 3 6 0 101 3% 4033:15 PM to 3:30 PM 0 2 30 2 1 0 8 22 6 2 0 4 9 5 0 0 0 5 3 1 96 4% 4013:30 PM to 3:45 PM 0 0 25 0 1 0 17 23 10 2 0 6 17 2 0 0 0 2 7 0 109 3% 3753:45 PM to 4:00 PM 0 3 28 2 5 0 13 24 3 3 0 4 10 7 2 0 0 0 3 0 97 10% 3594:00 PM to 4:15 PM 0 0 17 0 3 0 19 23 4 1 0 2 12 9 2 0 1 6 6 0 99 6% 3654:15 PM to 4:30 PM 0 1 21 0 0 0 9 12 1 2 0 2 6 6 3 0 1 3 8 0 70 7% 3534:30 PM to 4:45 PM 0 1 12 1 0 0 11 28 4 2 0 7 12 5 1 0 0 4 8 0 93 3% 3884:45 PM to 5:00 PM 0 3 14 0 0 0 18 38 3 2 0 8 7 5 1 0 1 2 4 0 103 3% 387 14935:00 PM to 5:15 PM 0 4 17 0 0 0 12 30 3 0 0 2 4 5 0 0 0 3 7 2 87 2% 355 14835:15 PM to 5:30 PM 0 2 17 0 1 0 17 36 3 3 0 5 17 2 2 0 0 0 6 0 105 6% 341 14715:30 PM to 5:45 PM 0 1 20 0 2 0 19 23 6 3 0 2 8 3 0 0 1 1 8 0 92 5% 291 13745:45 PM to 6:00 PM 0 1 11 0 1 0 6 23 6 2 0 4 2 3 1 0 0 7 8 0 71 6% 260 12476:00 PM to 6:15 PM 0 1 11 1 1 0 16 21 3 0 0 2 5 2 1 0 0 3 8 0 73 3% 2376:15 PM to 6:30 PM 0 3 8 0 0 0 11 14 1 2 0 3 9 1 1 0 1 0 4 0 55 5% 2116:30 PM to 6:45 PM 0 1 16 2 1 0 5 21 1 0 0 1 2 2 2 0 0 4 6 0 61 5% 1966:45 PM to 7:00 PM 0 1 7 0 0 0 5 13 0 0 0 4 7 1 1 0 0 4 6 0 48 2% 1737:00 PM to 7:15 PM 0 0 10 0 1 0 9 12 5 1 0 0 5 1 0 0 1 2 2 0 47 4% 1657:15 PM to 7:30 PM 0 1 12 1 0 0 6 5 0 0 0 1 5 1 0 0 0 6 2 0 40 0% 1637:30 PM to 7:45 PM 0 2 11 1 0 0 8 3 5 0 0 1 1 1 0 0 1 2 2 0 38 0% 1587:45 PM to 8:00 PM 0 1 6 0 0 0 9 10 2 1 0 1 3 1 0 0 0 4 3 0 40 3% 1518:00 PM to 8:15 PM 0 2 12 0 1 0 9 10 0 0 0 2 1 1 0 0 0 2 6 0 45 2% 1458:15 PM to 8:30 PM 0 1 5 0 0 0 1 16 2 1 0 1 1 2 0 0 0 1 5 0 35 3% 1368:30 PM to 8:45 PM 0 0 7 0 0 0 5 9 1 0 0 1 1 0 0 0 1 2 4 0 31 0% 1258:45 PM to 9:00 PM 0 1 6 1 0 0 7 10 2 0 0 1 0 2 2 0 1 1 2 0 34 6% 1329:00 PM to 9:15 PM 0 0 6 0 1 0 14 10 0 0 0 1 2 1 0 0 1 0 1 0 36 3% 1319:15 PM to 9:30 PM 0 1 2 0 0 0 6 14 0 0 0 1 0 0 0 0 0 0 0 0 24 0% 1439:30 PM to 9:45 PM 0 0 3 0 0 0 11 18 1 0 0 0 1 0 0 0 0 2 2 0 38 0% 1529:45 PM to 10:00 PM 0 0 3 1 0 0 5 20 0 1 0 1 1 1 1 0 0 0 1 0 33 6% 161 10:00 PM to 10:15 PM 0 0 8 0 0 0 8 22 1 0 0 2 2 1 1 0 0 1 3 0 48 2% 16310:15 PM to 10:30 PM 0 0 6 0 0 0 4 17 2 0 0 2 1 0 0 0 1 0 0 0 33 0% 13710:30 PM to 10:45 PM 0 0 6 0 0 0 9 26 0 0 0 0 2 0 0 0 0 1 3 0 47 0% 11410:45 PM to 11:00 PM 0 1 2 0 0 0 4 22 0 1 0 3 3 0 1 0 0 0 0 0 35 6% 8511:00 PM to 11:15 PM 0 0 4 0 0 0 3 11 1 0 0 0 2 0 0 0 0 0 1 0 22 0% 8011:15 PM to 11:30 PM 0 0 2 0 0 0 2 4 0 2 0 0 0 0 0 0 0 0 2 0 10 20% 11:30 PM to 11:45 PM 0 0 2 0 0 0 5 9 0 2 0 0 1 0 0 0 0 1 0 0 18 11%11:45 PM to 12:00 AM 0 0 4 0 0 0 7 14 0 1 0 0 0 1 0 0 0 0 4 0 30 3% 1 109 1168 33 74 1 677 1446 171 74 0 205 383 177 57 3 55 265 547 14 5241 4% 388 451
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 5 100 4 3 0 35 76 11 5 0 16 27 9 4 0 7 17 81 2 388 4% 0.87 4:30 PM to 5:30 PM 0 10 60 1 1 0 58 132 13 7 0 22 40 17 4 0 1 9 25 2 388 4% 0.92 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 165
Section 7, Item 7E
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 AM to 4:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 14:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Clovis Ave @ South Ave 36.6199478
Fresno -119.7002365
Tuesday, May 20, 2025 Clear
1 166
Section 7, Item 7E
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 15:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 167
Section 7, Item 7E
5 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 1 0 0 0 1 0 0 0 0 0 1 2 0 0 0 1 0 0 6 0% 22 12:15 AM to 12:30 AM 0 0 0 1 0 0 0 2 0 0 0 2 1 2 0 0 1 0 0 0 9 0% 2112:30 AM to 12:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 1712:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 3 0 0 0 0 0 0 5 0% 17 1:00 AM to 1:15 AM 0 1 0 0 0 0 0 1 0 0 0 0 0 1 0 0 2 0 0 0 5 0% 151:15 AM to 1:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 5 0% 131:30 AM to 1:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0% 91:45 AM to 2:00 AM 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 72:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 3 0% 62:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0% 52:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 82:45 AM to 3:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 103:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 0 2 50% 163:15 AM to 3:30 AM 0 0 0 1 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 4 0% 153:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0% 153:45 AM to 4:00 AM 0 2 1 1 0 0 0 0 0 0 0 1 2 0 0 0 0 0 1 0 8 0% 204:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0% 244:15 AM to 4:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 4 0% 464:30 AM to 4:45 AM 0 3 0 1 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 0 7 0% 744:45 AM to 5:00 AM 0 2 0 2 0 0 1 0 2 0 0 0 3 0 0 0 0 1 1 0 12 0% 985:00 AM to 5:15 AM 0 5 1 5 0 0 1 0 4 0 0 1 3 0 0 0 0 3 0 0 23 0% 1115:15 AM to 5:30 AM 0 7 0 6 1 0 1 0 6 0 0 0 4 0 0 0 0 7 1 0 32 3% 1055:30 AM to 5:45 AM 0 8 1 2 0 0 0 1 5 0 0 0 9 2 0 0 0 3 0 0 31 0% 1065:45 AM to 6:00 AM 0 5 0 4 0 0 1 0 2 0 0 0 5 3 0 0 0 5 0 0 25 0% 1306:00 AM to 6:15 AM 0 2 0 1 0 0 0 1 2 0 0 0 3 3 0 0 0 4 1 0 17 0% 1476:15 AM to 6:30 AM 0 5 1 4 0 0 1 1 2 0 0 2 5 4 0 0 1 7 0 0 33 0% 1846:30 AM to 6:45 AM 0 9 3 4 0 0 3 2 7 0 0 2 5 4 0 0 3 10 3 0 55 0% 1936:45 AM to 7:00 AM 0 11 0 3 0 0 0 1 9 0 0 2 2 3 1 0 1 8 2 0 42 2% 2187:00 AM to 7:15 AM 0 13 1 3 0 0 3 1 9 0 0 4 6 2 1 0 4 8 0 0 54 2% 2367:15 AM to 7:30 AM 0 6 2 7 1 0 3 1 5 0 0 4 5 1 1 0 3 5 0 1 42 7% 2507:30 AM to 7:45 AM 0 14 3 12 3 0 2 1 11 0 0 3 9 3 0 0 3 17 2 1 80 5% 2837:45 AM to 8:00 AM 0 7 3 11 1 0 3 0 4 0 0 4 8 5 2 0 0 14 1 1 60 7% 2458:00 AM to 8:15 AM 0 10 10 8 0 0 3 3 3 1 0 3 5 3 2 0 5 13 2 1 68 6% 2218:15 AM to 8:30 AM 0 8 7 8 1 0 1 5 4 0 0 6 13 3 0 0 8 10 2 0 75 1% 1898:30 AM to 8:45 AM 0 7 0 5 2 0 0 5 9 0 0 3 3 0 0 0 5 4 1 0 42 5% 1538:45 AM to 9:00 AM 0 3 5 1 0 0 3 1 0 0 0 1 9 3 0 0 2 7 1 0 36 0% 1509:00 AM to 9:15 AM 0 5 0 2 0 0 2 3 4 0 0 2 10 4 0 0 3 1 0 0 36 0% 1559:15 AM to 9:30 AM 0 4 2 5 0 0 2 1 5 0 0 1 7 4 0 0 4 3 1 0 39 0% 1509:30 AM to 9:45 AM 0 2 1 6 0 0 1 0 6 0 0 1 11 2 0 0 3 6 0 0 39 0% 1499:45 AM to 10:00 AM 0 4 0 7 0 0 0 1 4 0 0 1 8 4 0 0 6 3 3 0 41 0% 139 10:00 AM to 10:15 AM 0 3 2 3 0 0 0 3 2 0 0 2 7 2 0 0 2 5 0 0 31 0% 14610:15 AM to 10:30 AM 0 3 2 3 0 0 0 3 5 0 0 5 5 2 0 0 2 6 2 0 38 0% 14910:30 AM to 10:45 AM 0 4 1 3 0 0 1 3 3 0 0 1 4 1 1 0 3 5 0 0 29 3% 15710:45 AM to 11:00 AM 0 6 2 4 1 0 3 3 5 0 0 1 7 4 1 0 6 7 0 0 48 4% 16811:00 AM to 11:15 AM 0 3 2 2 0 0 2 0 7 0 0 3 7 3 2 0 2 2 1 0 34 6% 171 Time
Northbound Southbound Eastbound Westbound
Clear
Sunnyside Ave @ South Ave
Fresno
Tuesday, May 20, 2025

36.6199822
-119.6912522
1 168
Section 7, Item 7E
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 2 0 5 0 0 1 2 4 1 0 2 14 4 2 0 1 10 1 0 46 7% 17811:30 AM to 11:45 AM 0 4 0 3 3 0 1 2 5 0 0 4 6 4 0 0 1 4 6 0 40 8% 18411:45 AM to 12:00 PM 0 4 0 3 0 1 2 2 9 0 0 5 12 2 1 0 4 6 1 0 51 2% 186 12:00 PM to 12:15 PM 0 2 1 0 0 0 2 0 5 0 0 11 9 3 1 0 2 5 1 1 41 5% 17412:15 PM to 12:30 PM 0 3 3 3 0 0 1 4 3 0 0 4 8 8 0 0 5 8 2 2 52 4% 16712:30 PM to 12:45 PM 0 2 1 4 1 0 1 0 2 0 0 8 8 1 0 0 5 8 2 0 42 2% 15212:45 PM to 1:00 PM 0 0 2 3 0 0 2 2 3 0 0 3 10 5 0 0 1 6 2 0 39 0% 151 1:00 PM to 1:15 PM 0 5 3 2 0 0 0 1 2 0 0 5 7 3 0 0 3 1 2 0 34 0% 1561:15 PM to 1:30 PM 0 6 1 3 0 0 0 3 1 0 0 6 6 1 0 0 3 6 1 0 37 0% 1701:30 PM to 1:45 PM 0 2 2 3 0 0 0 2 1 0 0 1 8 7 0 0 7 7 1 2 41 5% 1851:45 PM to 2:00 PM 0 5 5 8 1 0 2 0 1 0 0 1 8 6 1 0 2 5 1 0 44 5% 1882:00 PM to 2:15 PM 0 6 1 7 0 0 0 1 0 0 0 1 15 3 1 0 4 8 2 0 48 2% 1952:15 PM to 2:30 PM 0 5 3 3 1 0 1 5 1 1 0 2 9 9 0 0 6 6 2 0 52 4% 2042:30 PM to 2:45 PM 0 3 1 5 1 0 1 3 1 0 0 2 11 9 3 0 1 6 1 0 44 9% 2082:45 PM to 3:00 PM 0 3 2 8 1 0 2 4 2 1 0 0 13 4 0 0 4 7 2 0 51 4% 2383:00 PM to 3:15 PM 0 2 5 6 0 0 0 3 1 0 0 1 13 14 1 0 2 7 3 0 57 2% 2523:15 PM to 3:30 PM 0 3 6 6 2 0 2 3 2 1 0 4 9 5 2 0 11 3 2 1 56 11% 2543:30 PM to 3:45 PM 0 5 3 9 1 0 0 10 0 0 0 3 20 9 1 0 10 3 2 0 74 3% 2433:45 PM to 4:00 PM 0 2 5 5 1 0 5 7 0 1 0 2 15 7 2 0 14 1 2 0 65 6% 2264:00 PM to 4:15 PM 0 2 1 5 1 0 0 3 1 0 0 2 20 8 0 0 4 9 4 0 59 2% 2144:15 PM to 4:30 PM 0 7 2 5 0 0 1 3 1 0 0 3 9 2 0 0 5 5 2 0 45 0% 2074:30 PM to 4:45 PM 0 4 1 9 0 0 2 4 1 0 0 0 19 4 1 0 6 7 0 0 57 2% 2304:45 PM to 5:00 PM 0 1 0 6 0 0 3 3 0 0 0 3 15 9 1 0 6 6 1 1 53 4% 236 8875:00 PM to 5:15 PM 0 5 5 5 0 0 2 1 0 0 0 2 6 7 0 0 11 5 3 2 52 4% 234 9075:15 PM to 5:30 PM 0 3 5 4 0 0 4 5 0 0 0 1 23 10 1 0 8 3 2 0 68 1% 233 9335:30 PM to 5:45 PM 0 5 7 5 0 0 0 4 0 0 0 1 13 11 0 0 8 6 3 0 63 0% 215 9185:45 PM to 6:00 PM 0 3 5 4 0 0 0 4 0 0 0 3 9 3 0 0 8 12 0 0 51 0% 180 8626:00 PM to 6:15 PM 0 6 1 6 0 0 0 2 0 0 0 1 12 10 1 0 5 6 2 1 51 4% 1646:15 PM to 6:30 PM 0 2 4 2 0 0 4 5 0 0 0 1 10 9 1 0 10 2 1 0 50 2% 1396:30 PM to 6:45 PM 0 4 2 1 0 0 1 2 0 0 0 0 5 4 0 0 3 6 0 0 28 0% 1296:45 PM to 7:00 PM 0 7 1 7 0 0 1 0 0 0 0 1 9 2 0 0 1 3 3 0 35 0% 1287:00 PM to 7:15 PM 0 1 1 2 0 0 1 2 0 0 0 0 8 4 0 0 3 4 0 0 26 0% 1237:15 PM to 7:30 PM 0 2 4 8 0 0 0 2 1 0 0 0 8 5 0 0 3 5 2 0 40 0% 1307:30 PM to 7:45 PM 0 1 2 3 0 0 1 2 0 0 0 1 4 3 0 0 6 4 0 0 27 0% 1187:45 PM to 8:00 PM 0 2 1 2 0 0 0 3 1 0 0 1 4 8 0 0 2 4 2 0 30 0% 1178:00 PM to 8:15 PM 0 2 1 2 0 0 2 4 1 0 0 0 8 1 0 0 7 4 1 0 33 0% 1128:15 PM to 8:30 PM 0 5 1 7 0 0 2 3 0 0 0 1 1 2 0 0 4 2 0 0 28 0% 1128:30 PM to 8:45 PM 0 2 3 2 0 0 0 3 0 0 0 1 4 2 0 0 4 4 1 0 26 0% 1008:45 PM to 9:00 PM 0 2 1 3 0 0 0 4 0 0 0 0 5 3 0 0 2 3 2 0 25 0% 979:00 PM to 9:15 PM 0 1 2 5 0 0 2 2 0 0 0 2 10 4 0 0 2 1 2 0 33 0% 859:15 PM to 9:30 PM 0 0 3 2 0 0 0 1 0 0 0 0 3 3 0 0 2 1 1 0 16 0% 719:30 PM to 9:45 PM 0 1 1 0 0 0 0 2 0 0 0 3 6 4 0 0 3 3 0 0 23 0% 739:45 PM to 10:00 PM 0 1 0 1 0 0 0 3 0 0 0 0 2 4 0 0 2 0 0 0 13 0% 69 10:00 PM to 10:15 PM 0 2 0 3 0 0 1 2 0 0 0 0 6 3 0 0 0 2 0 0 19 0% 7710:15 PM to 10:30 PM 0 0 1 1 0 0 0 0 0 0 0 1 3 7 0 0 3 1 1 0 18 0% 6810:30 PM to 10:45 PM 0 1 1 0 0 0 0 1 0 0 0 1 7 3 0 0 1 4 0 0 19 0% 5810:45 PM to 11:00 PM 0 0 2 6 0 0 1 3 0 0 0 0 3 4 1 0 2 0 0 0 21 5% 4611:00 PM to 11:15 PM 0 1 0 1 0 0 0 1 0 0 0 0 3 3 0 0 1 0 0 0 10 0% 3811:15 PM to 11:30 PM 0 2 0 0 0 0 1 0 0 0 0 0 0 2 0 0 3 0 0 0 8 0% 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 2 1 0 0 1 0 0 7 14%11:45 PM to 12:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 3 4 0 0 2 1 0 1 13 8% 0 309 156 320 23 1 91 173 175 6 0 152 618 330 34 0 284 391 94 15 3094 3% 283 254
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 39 23 39 5 0 9 9 22 1 0 16 35 14 4 0 16 54 7 3 283 5% 0.88 4:45 PM to 5:45 PM 0 14 17 20 0 0 9 13 0 0 0 7 57 37 2 0 33 20 9 3 236 2% 0.87 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 169
Section 7, Item 7E
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 4 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 3 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 19:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 19:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 AM to 10:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 3 1 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sunnyside Ave @ South Ave 36.6199822
Fresno -119.6912522
Tuesday, May 20, 2025 Clear
1 170
Section 7, Item 7E
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 3 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 28:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 4 28:15 PM to 8:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 28:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 17 5 4 22 3 48 2
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 3 0 4
4:45 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 171
Section 7, Item 7E
6 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 0 3 0 0 4 2 7 0 0 0 2 1 0 0 1 1 0 0 21 0% 70 12:15 AM to 12:30 AM 0 0 0 2 0 0 0 1 5 1 0 0 2 1 0 0 7 3 0 0 21 5% 6612:30 AM to 12:45 AM 0 0 0 3 0 0 2 2 1 0 0 0 3 0 0 0 4 1 0 0 16 0% 6112:45 AM to 1:00 AM 0 0 0 2 0 0 6 1 0 0 0 0 0 2 0 0 1 0 0 0 12 0% 59 1:00 AM to 1:15 AM 0 0 0 1 0 0 2 2 1 1 0 0 2 2 0 0 5 2 0 1 17 12% 591:15 AM to 1:30 AM 0 0 0 2 0 0 3 1 0 2 0 0 4 0 0 0 5 1 0 0 16 13% 561:30 AM to 1:45 AM 0 0 0 0 0 0 1 6 1 0 0 0 1 1 1 0 1 3 0 0 14 7% 541:45 AM to 2:00 AM 0 0 0 2 0 0 2 2 1 0 0 0 2 2 0 0 1 0 0 0 12 0% 522:00 AM to 2:15 AM 0 0 0 3 0 0 3 4 0 0 0 0 1 0 0 0 1 2 0 0 14 0% 572:15 AM to 2:30 AM 0 0 0 3 1 0 2 2 0 0 0 0 1 1 1 0 2 3 0 1 14 21% 542:30 AM to 2:45 AM 0 1 0 0 0 0 1 2 1 0 0 0 1 0 0 0 5 1 0 0 12 0% 532:45 AM to 3:00 AM 0 0 0 4 1 0 3 0 0 1 0 0 4 1 0 0 5 0 0 2 17 24% 603:00 AM to 3:15 AM 0 0 0 1 0 0 3 3 1 1 0 0 0 0 0 0 2 1 0 0 11 9% 653:15 AM to 3:30 AM 0 0 0 5 0 0 2 1 1 0 0 0 2 0 0 0 2 0 0 1 13 8% 693:30 AM to 3:45 AM 0 1 0 5 0 0 3 2 0 0 0 0 4 1 0 0 1 2 0 0 19 0% 843:45 AM to 4:00 AM 0 0 0 5 1 0 3 3 0 0 0 0 3 1 0 0 6 1 0 0 22 5% 1204:00 AM to 4:15 AM 0 0 0 4 0 0 4 1 1 0 0 0 0 3 0 0 2 0 0 0 15 0% 1774:15 AM to 4:30 AM 0 0 0 3 0 0 11 1 1 1 0 0 6 1 0 0 3 2 0 1 28 7% 2814:30 AM to 4:45 AM 0 0 0 7 0 0 18 5 5 0 0 0 5 4 0 0 9 2 0 0 55 0% 4314:45 AM to 5:00 AM 0 0 0 12 0 0 31 6 2 1 0 0 7 6 0 0 14 1 0 0 79 1% 5405:00 AM to 5:15 AM 0 2 0 17 0 0 40 24 3 1 0 0 12 4 0 0 14 3 0 1 119 2% 6105:15 AM to 5:30 AM 0 2 0 21 0 0 57 38 5 2 0 0 12 9 0 0 28 6 0 0 178 1% 6085:30 AM to 5:45 AM 0 0 0 27 1 0 68 23 3 2 0 0 15 8 0 0 12 8 0 0 164 2% 5775:45 AM to 6:00 AM 0 0 0 27 0 0 59 19 4 4 0 0 13 7 0 0 13 7 0 0 149 3% 6036:00 AM to 6:15 AM 0 2 0 30 0 0 36 6 3 1 0 0 10 6 0 0 20 4 0 0 117 1% 6366:15 AM to 6:30 AM 0 1 0 32 1 0 38 27 5 3 0 0 17 3 0 0 19 5 0 2 147 4% 7006:30 AM to 6:45 AM 1 4 0 43 0 0 29 21 6 2 0 0 27 11 0 0 34 14 0 3 190 3% 8066:45 AM to 7:00 AM 0 0 0 38 2 0 49 21 3 3 0 0 25 4 0 0 31 11 0 3 182 4% 9147:00 AM to 7:15 AM 0 2 0 37 1 0 22 30 7 6 0 0 34 8 0 0 29 12 0 1 181 4% 10697:15 AM to 7:30 AM 0 3 0 66 4 0 38 32 7 0 0 0 42 11 0 0 37 17 0 4 253 3% 12107:30 AM to 7:45 AM 0 2 0 92 1 0 40 31 4 7 0 0 61 11 2 0 37 20 0 3 298 4% 12627:45 AM to 8:00 AM 0 0 0 90 3 0 64 34 4 3 0 0 65 11 2 0 52 17 0 3 337 3% 11998:00 AM to 8:15 AM 0 2 0 99 0 0 44 11 3 5 0 0 74 6 2 0 61 22 0 1 322 2% 10448:15 AM to 8:30 AM 0 0 0 83 1 0 41 19 4 4 0 0 55 7 0 0 63 33 0 2 305 2% 8998:30 AM to 8:45 AM 0 2 0 50 2 0 31 25 5 9 0 0 23 11 0 0 50 38 0 3 235 6% 7678:45 AM to 9:00 AM 0 1 0 49 2 0 34 14 6 7 0 0 31 1 3 0 33 13 0 3 182 8% 7219:00 AM to 9:15 AM 0 1 0 39 1 0 37 22 3 4 0 0 20 8 2 0 28 19 0 5 177 7% 7079:15 AM to 9:30 AM 0 0 0 44 1 0 36 16 4 7 0 0 25 5 0 0 32 11 0 2 173 6% 6879:30 AM to 9:45 AM 0 3 0 31 1 0 36 21 3 4 0 0 22 7 1 0 43 23 0 3 189 5% 6819:45 AM to 10:00 AM 0 0 0 49 0 0 23 16 6 3 0 0 24 8 1 0 25 17 0 2 168 4% 677 10:00 AM to 10:15 AM 0 1 0 39 1 0 22 16 10 3 0 0 21 6 1 0 26 16 0 1 157 4% 68510:15 AM to 10:30 AM 0 1 0 35 0 0 34 10 4 2 0 0 27 1 1 0 31 24 0 2 167 3% 69610:30 AM to 10:45 AM 0 1 0 29 2 0 33 19 8 5 0 0 30 9 0 0 36 20 0 2 185 5% 67110:45 AM to 11:00 AM 0 3 0 41 0 0 30 13 7 2 0 0 18 5 0 0 41 18 0 3 176 3% 66111:00 AM to 11:15 AM 0 1 0 41 1 0 30 11 4 2 0 0 19 10 0 0 36 16 0 1 168 2% 652 Time
Northbound Southbound Eastbound Westbound
Clear
Sumner Ave / Merced St @ SR99 SB Offramp / Fowler Ave
Fresno
Tuesday, May 20, 2025

36.6262966
-119.684794
1 172
Section 7, Item 7E
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 1 0 30 0 0 26 9 4 2 0 0 16 4 0 0 44 8 0 0 142 1% 66711:30 AM to 11:45 AM 0 1 0 51 1 0 27 16 6 3 0 0 15 3 0 0 38 18 0 0 175 2% 72511:45 AM to 12:00 PM 0 3 0 28 1 0 27 20 3 4 0 0 22 8 2 0 34 22 0 0 167 4% 740 12:00 PM to 12:15 PM 0 1 0 30 0 0 28 24 8 3 0 0 25 5 0 0 40 22 0 2 183 3% 77712:15 PM to 12:30 PM 0 1 0 39 0 0 40 14 10 3 0 0 18 9 0 0 49 20 0 3 200 3% 78612:30 PM to 12:45 PM 0 2 0 44 2 0 37 17 7 2 0 0 21 5 2 0 40 17 0 1 190 4% 78712:45 PM to 1:00 PM 0 3 0 42 2 0 38 16 5 2 0 0 25 7 0 0 46 22 0 1 204 2% 775 1:00 PM to 1:15 PM 0 0 0 45 0 0 33 19 10 1 0 0 23 6 0 0 37 19 0 4 192 3% 7991:15 PM to 1:30 PM 0 1 0 42 2 0 43 22 8 8 0 0 16 11 2 0 39 19 0 3 201 7% 8081:30 PM to 1:45 PM 0 5 0 38 0 0 35 11 4 3 0 0 24 14 1 0 30 17 0 0 178 2% 8271:45 PM to 2:00 PM 0 1 0 60 1 0 41 22 4 6 0 0 31 3 1 0 49 17 0 1 228 4% 8552:00 PM to 2:15 PM 0 4 0 54 0 0 34 19 3 5 0 0 21 1 0 0 43 22 0 3 201 4% 8982:15 PM to 2:30 PM 0 3 0 41 1 0 41 24 6 2 0 0 14 4 0 0 57 30 0 4 220 3% 9912:30 PM to 2:45 PM 0 0 0 51 2 0 32 20 4 3 0 0 27 6 2 0 42 24 0 4 206 5% 10522:45 PM to 3:00 PM 0 2 0 87 3 0 36 28 9 2 0 0 24 8 1 0 45 32 0 2 271 3% 11753:00 PM to 3:15 PM 0 3 0 81 4 0 38 31 15 4 0 0 30 18 0 0 50 28 0 0 294 3% 11853:15 PM to 3:30 PM 0 3 0 69 2 0 42 32 7 1 0 0 52 8 0 0 44 24 0 2 281 2% 11473:30 PM to 3:45 PM 0 3 0 52 1 0 32 26 7 4 0 0 37 13 3 0 82 77 0 4 329 4% 11293:45 PM to 4:00 PM 0 2 0 52 4 0 19 26 7 2 0 0 39 6 1 0 72 58 0 2 281 3% 10414:00 PM to 4:15 PM 0 4 0 47 2 0 37 20 9 2 0 0 19 8 2 0 70 42 0 1 256 3% 10174:15 PM to 4:30 PM 0 4 0 62 3 0 27 20 7 3 0 0 20 7 0 0 81 35 0 2 263 3% 10384:30 PM to 4:45 PM 0 4 0 47 1 0 33 23 7 3 0 0 25 10 1 0 53 39 0 1 241 2% 10684:45 PM to 5:00 PM 0 4 0 60 1 0 38 33 6 4 0 0 18 17 1 0 46 35 0 0 257 2% 1054 41775:00 PM to 5:15 PM 0 0 0 51 1 0 34 36 11 3 0 0 28 11 1 0 71 35 0 0 277 2% 1041 42015:15 PM to 5:30 PM 0 0 0 66 1 0 44 34 13 2 0 0 32 12 1 0 53 39 0 0 293 1% 969 41325:30 PM to 5:45 PM 0 0 0 54 2 0 28 25 5 3 0 0 27 8 0 0 45 35 0 5 227 4% 904 39685:45 PM to 6:00 PM 0 2 0 45 0 0 39 29 11 2 0 0 28 9 0 0 48 33 0 1 244 1% 878 37926:00 PM to 6:15 PM 0 5 0 26 1 0 38 28 7 3 0 0 21 10 0 0 49 21 0 2 205 3% 8026:15 PM to 6:30 PM 0 7 0 38 0 0 22 27 5 0 0 0 35 10 0 0 57 27 0 1 228 0% 7696:30 PM to 6:45 PM 0 3 0 29 1 0 33 19 3 2 0 0 27 9 0 0 43 35 0 1 201 2% 6876:45 PM to 7:00 PM 0 0 0 32 0 0 27 23 4 2 0 0 22 4 0 0 34 22 0 1 168 2% 6407:00 PM to 7:15 PM 0 3 0 41 0 0 21 17 6 0 0 0 15 2 1 0 44 23 0 2 172 2% 6367:15 PM to 7:30 PM 0 2 0 28 0 0 25 8 7 2 0 0 18 4 0 0 34 20 0 1 146 2% 5997:30 PM to 7:45 PM 0 4 0 28 0 0 20 11 8 0 0 0 13 5 0 0 41 24 0 0 154 0% 5997:45 PM to 8:00 PM 0 7 0 24 0 0 23 14 2 4 0 0 13 10 0 0 38 33 0 3 164 4% 5638:00 PM to 8:15 PM 0 2 0 27 0 0 17 10 1 0 0 0 14 4 0 0 38 22 0 0 135 0% 5078:15 PM to 8:30 PM 0 2 0 30 0 0 14 10 8 0 0 0 17 5 0 0 34 26 0 1 146 1% 4648:30 PM to 8:45 PM 0 4 0 23 0 0 15 10 2 1 0 0 17 6 1 0 21 20 0 0 118 2% 4068:45 PM to 9:00 PM 0 2 0 23 0 0 20 8 3 1 0 0 7 6 0 0 20 19 0 0 108 1% 3719:00 PM to 9:15 PM 0 2 0 11 0 0 5 10 5 0 0 0 14 4 0 0 20 21 0 0 92 0% 3439:15 PM to 9:30 PM 0 0 0 15 0 0 3 1 4 0 0 0 12 7 0 0 24 22 0 1 88 1% 3319:30 PM to 9:45 PM 0 0 0 19 0 0 4 6 0 0 0 0 14 5 0 0 21 14 0 0 83 0% 3189:45 PM to 10:00 PM 0 2 0 13 0 0 6 4 1 0 0 0 10 8 0 0 17 19 0 2 80 3% 295 10:00 PM to 10:15 PM 0 3 0 5 0 0 2 4 0 2 0 0 10 5 0 0 39 12 0 4 80 8% 26210:15 PM to 10:30 PM 0 1 0 9 0 0 2 3 1 0 0 1 11 8 0 0 26 13 0 1 75 1% 22310:30 PM to 10:45 PM 0 0 0 7 0 0 5 1 1 1 0 0 14 7 0 0 18 7 0 1 60 3% 18110:45 PM to 11:00 PM 0 1 0 5 0 0 4 6 0 0 0 0 4 4 0 0 17 6 0 0 47 0% 16711:00 PM to 11:15 PM 0 1 0 3 0 0 6 1 1 1 0 0 5 0 0 0 15 9 0 2 41 7% 18611:15 PM to 11:30 PM 0 1 0 3 0 0 2 5 2 1 0 0 4 1 0 0 11 4 0 0 33 3% 11:30 PM to 11:45 PM 0 0 0 10 0 0 0 3 0 0 0 0 4 2 1 0 22 5 0 1 46 4%11:45 PM to 12:00 AM 0 0 0 2 0 0 0 0 0 0 0 0 2 3 0 0 56 3 0 1 66 2% 1 145 0 3035 67 0 2318 1411 416 201 0 1 1772 554 41 0 2995 1636 0 127 14284 3% 1262 1185
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 4 0 364 5 0 189 95 15 19 0 0 255 35 6 0 213 92 0 9 1262 3% 0.94 4:30 PM to 5:30 PM 0 8 0 224 4 0 149 126 37 12 0 0 103 50 4 0 223 148 0 1 1068 2% 0.91 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 173
Section 7, Item 7E
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29:15 AM to 9:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 2 1 29:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sumner Ave / Merced St @ SR99 SB Offramp / Fowler Ave 36.6262966 Fresno -119.684794
Tuesday, May 20, 2025 Clear
1 174
Section 7, Item 7E
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 112:45 PM to 1:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 1 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 0 4 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 111:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 26 0 10 0 4 36 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 0 4
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 175
Section 7, Item 7E
7 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 1 0 1 1 0 0 0 0 0 0 1 8 0 0 0 0 1 6 0 18 6% 73 12:15 AM to 12:30 AM 0 1 0 3 0 0 0 0 0 0 0 1 3 0 0 0 0 9 3 0 20 0% 7112:30 AM to 12:45 AM 0 0 0 1 0 0 0 0 0 0 0 3 5 0 0 0 0 5 5 0 19 0% 6812:45 AM to 1:00 AM 0 1 0 1 0 0 0 0 0 0 0 1 7 0 0 0 0 0 6 1 16 6% 56 1:00 AM to 1:15 AM 0 1 0 2 0 0 0 0 0 0 0 1 3 0 0 0 0 8 1 1 16 6% 511:15 AM to 1:30 AM 0 0 1 0 1 0 0 0 0 0 0 3 7 0 5 0 0 4 2 2 17 47% 501:30 AM to 1:45 AM 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 0 0 4 0 0 7 0% 481:45 AM to 2:00 AM 0 0 0 2 0 0 0 0 0 0 0 4 3 0 1 0 0 1 1 0 11 9% 562:00 AM to 2:15 AM 0 0 0 2 0 0 0 0 0 0 0 2 5 0 0 0 0 3 3 0 15 0% 672:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 3 3 0 2 0 0 5 4 0 15 13% 662:30 AM to 2:45 AM 0 2 0 1 0 0 0 0 0 0 0 0 2 0 0 0 0 4 6 1 15 7% 652:45 AM to 3:00 AM 0 5 0 3 5 0 0 0 0 0 0 6 6 0 3 0 0 0 2 1 22 41% 713:00 AM to 3:15 AM 0 2 1 2 0 0 0 0 0 0 0 1 3 0 1 0 0 1 4 0 14 7% 763:15 AM to 3:30 AM 0 1 0 1 2 0 0 0 0 0 0 6 4 0 0 0 0 0 2 0 14 14% 763:30 AM to 3:45 AM 0 1 0 1 0 0 0 0 0 0 0 7 5 0 0 0 0 2 5 0 21 0% 963:45 AM to 4:00 AM 0 3 0 3 2 0 0 0 0 0 0 4 6 0 0 0 1 4 6 2 27 15% 1294:00 AM to 4:15 AM 0 0 0 1 0 0 0 0 0 0 0 2 6 0 0 0 0 2 3 0 14 0% 1874:15 AM to 4:30 AM 0 0 0 2 0 0 0 0 0 0 0 6 15 0 1 0 0 5 6 1 34 6% 2964:30 AM to 4:45 AM 0 2 0 4 1 0 0 0 0 0 0 10 19 0 0 0 0 10 9 0 54 2% 4234:45 AM to 5:00 AM 0 2 0 10 1 0 0 0 0 0 0 12 38 0 1 0 0 12 11 0 85 2% 5255:00 AM to 5:15 AM 0 4 0 14 1 0 0 0 0 0 0 19 49 0 2 0 0 13 24 4 123 6% 6035:15 AM to 5:30 AM 0 5 1 11 1 0 0 0 0 0 0 18 72 0 1 0 1 32 21 0 161 1% 6205:30 AM to 5:45 AM 0 1 0 16 1 0 0 0 0 0 0 28 76 0 3 0 0 18 17 3 156 4% 6415:45 AM to 6:00 AM 0 1 0 14 0 0 0 0 0 0 0 24 75 0 1 0 0 18 31 1 163 1% 6866:00 AM to 6:15 AM 0 4 0 17 0 0 0 0 0 0 0 24 52 0 0 0 0 21 22 0 140 0% 7436:15 AM to 6:30 AM 0 1 0 29 0 0 0 0 0 0 0 38 53 0 3 0 0 23 38 6 182 5% 8016:30 AM to 6:45 AM 0 8 1 23 1 0 0 0 0 0 0 54 45 0 1 0 0 39 31 3 201 2% 8806:45 AM to 7:00 AM 0 4 0 28 0 0 0 0 0 0 0 39 76 0 3 0 0 37 36 5 220 4% 10247:00 AM to 7:15 AM 0 7 0 23 1 0 0 0 0 0 0 40 53 0 6 0 0 36 39 5 198 6% 11787:15 AM to 7:30 AM 0 5 0 30 0 0 0 0 0 0 0 63 75 0 3 0 0 49 39 7 261 4% 13777:30 AM to 7:45 AM 0 7 0 34 3 0 0 0 0 0 0 90 109 0 6 0 0 46 59 4 345 4% 14837:45 AM to 8:00 AM 0 6 0 43 1 0 0 0 0 0 0 63 153 0 5 0 0 60 49 5 374 3% 13928:00 AM to 8:15 AM 0 5 0 38 0 0 0 0 0 0 0 54 160 0 4 0 0 82 58 1 397 1% 12238:15 AM to 8:30 AM 0 2 1 35 0 0 0 0 0 0 0 35 141 0 1 0 0 92 61 2 367 1% 10348:30 AM to 8:45 AM 0 4 0 33 2 0 0 0 0 0 0 34 66 0 5 0 0 83 34 3 254 4% 8708:45 AM to 9:00 AM 0 4 0 19 0 0 0 0 0 0 0 30 80 0 10 0 0 40 32 5 205 7% 8249:00 AM to 9:15 AM 0 4 0 24 1 0 0 0 0 0 0 26 70 0 6 0 0 43 41 7 208 7% 8109:15 AM to 9:30 AM 0 3 0 20 0 0 0 0 0 0 0 40 64 0 5 0 0 42 34 4 203 4% 7919:30 AM to 9:45 AM 0 7 0 23 5 0 0 0 0 0 0 24 64 0 5 0 0 56 34 7 208 8% 8029:45 AM to 10:00 AM 0 5 2 30 2 0 0 0 0 0 0 36 61 0 2 0 0 37 20 4 191 4% 788 10:00 AM to 10:15 AM 0 3 1 22 3 0 0 0 0 0 0 23 58 0 1 0 0 39 43 6 189 5% 79510:15 AM to 10:30 AM 0 6 1 26 1 0 0 0 0 0 0 35 60 0 3 0 0 52 34 2 214 3% 80310:30 AM to 10:45 AM 0 5 0 12 1 0 0 0 0 0 0 26 69 0 5 0 0 50 32 5 194 6% 76010:45 AM to 11:00 AM 0 5 1 20 2 0 0 0 0 0 0 25 63 0 2 0 0 54 30 2 198 3% 75711:00 AM to 11:15 AM 0 3 0 20 0 0 0 0 0 0 0 26 63 0 3 0 0 48 37 1 197 2% 744 Time
Northbound Southbound Eastbound Westbound
Clear
SR 99 NB Ramps @ Merced St
Fresno
Tuesday, May 20, 2025

36.6268988
-119.6839873
1 176
Section 7, Item 7E
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 4 0 19 1 0 0 0 0 0 0 21 52 0 1 0 0 49 26 0 171 1% 73011:30 AM to 11:45 AM 0 9 1 18 0 0 0 0 0 0 0 34 57 0 4 0 0 46 26 0 191 2% 79011:45 AM to 12:00 PM 0 2 0 22 2 0 0 0 0 0 0 23 54 0 6 0 0 56 28 0 185 4% 808 12:00 PM to 12:15 PM 0 5 0 16 1 0 0 0 0 0 0 16 67 0 2 0 0 55 24 3 183 3% 85012:15 PM to 12:30 PM 0 9 1 26 2 0 0 0 0 0 0 28 69 0 2 0 0 58 40 4 231 3% 86812:30 PM to 12:45 PM 0 6 0 19 4 0 0 0 0 0 0 25 79 0 4 0 0 52 28 1 209 4% 86212:45 PM to 1:00 PM 0 4 0 19 0 0 0 0 0 0 0 30 76 0 3 0 0 64 34 3 227 3% 858 1:00 PM to 1:15 PM 0 5 0 17 1 0 0 0 0 0 0 35 68 0 0 0 0 51 25 3 201 2% 8961:15 PM to 1:30 PM 0 4 0 37 5 0 0 0 0 0 0 27 74 0 9 0 0 51 32 5 225 8% 9251:30 PM to 1:45 PM 0 6 0 31 3 0 0 0 0 0 0 23 74 0 4 0 0 41 30 1 205 4% 9421:45 PM to 2:00 PM 0 7 1 34 0 0 0 0 0 0 0 29 102 0 6 0 0 58 34 1 265 3% 10072:00 PM to 2:15 PM 0 8 0 26 2 0 0 0 0 0 0 33 76 0 4 0 0 57 30 4 230 4% 10172:15 PM to 2:30 PM 0 14 0 33 3 0 0 0 0 0 0 26 70 0 2 0 0 73 26 5 242 4% 10682:30 PM to 2:45 PM 0 9 0 26 6 0 0 0 0 0 0 33 76 0 7 0 0 63 63 4 270 6% 11332:45 PM to 3:00 PM 0 7 1 22 1 0 0 0 0 0 0 65 83 0 5 0 0 66 31 2 275 3% 12313:00 PM to 3:15 PM 0 4 0 28 1 0 0 0 0 0 0 50 95 0 6 0 0 77 27 0 281 2% 12733:15 PM to 3:30 PM 0 8 0 22 1 0 0 0 0 0 0 42 120 0 3 0 0 64 51 3 307 2% 12693:30 PM to 3:45 PM 0 13 0 39 2 0 0 0 0 0 0 33 90 0 6 0 0 146 47 5 368 4% 12503:45 PM to 4:00 PM 0 14 1 39 0 0 0 0 0 0 0 33 75 0 5 0 0 111 44 4 317 3% 11564:00 PM to 4:15 PM 0 10 0 19 0 0 0 0 0 0 0 24 78 0 3 0 0 105 41 1 277 1% 10934:15 PM to 4:30 PM 0 8 1 24 2 0 0 0 0 0 0 36 74 0 4 0 0 106 39 1 288 2% 11164:30 PM to 4:45 PM 0 7 2 24 0 0 0 0 0 0 0 27 76 0 4 0 0 84 54 2 274 2% 11234:45 PM to 5:00 PM 0 9 0 25 0 0 0 0 0 0 0 36 82 0 3 0 0 75 27 0 254 1% 1095 44275:00 PM to 5:15 PM 0 15 0 20 0 0 0 0 0 0 0 27 86 0 3 0 0 88 64 1 300 1% 1094 44285:15 PM to 5:30 PM 0 8 1 17 0 0 0 0 0 0 0 34 105 0 4 0 0 89 41 0 295 1% 993 43055:30 PM to 5:45 PM 0 16 0 29 6 0 0 0 0 0 0 32 77 0 4 0 0 62 30 2 246 5% 923 41055:45 PM to 6:00 PM 0 6 1 28 0 0 0 0 0 0 0 31 85 0 2 0 0 73 29 3 253 2% 882 38926:00 PM to 6:15 PM 0 9 1 15 1 0 0 0 0 0 0 14 72 0 4 0 0 62 26 2 199 4% 8116:15 PM to 6:30 PM 0 13 0 17 1 0 0 0 0 0 0 29 60 0 0 0 0 79 27 1 225 1% 8006:30 PM to 6:45 PM 0 15 0 16 0 0 0 0 0 0 0 22 68 0 3 0 0 59 25 1 205 2% 7306:45 PM to 7:00 PM 0 11 0 16 3 0 0 0 0 0 0 9 72 0 0 0 0 45 29 3 182 3% 6957:00 PM to 7:15 PM 0 5 0 10 1 0 0 0 0 0 0 22 55 0 1 0 0 64 32 2 188 2% 6707:15 PM to 7:30 PM 0 7 0 10 1 0 0 0 0 0 0 18 54 0 2 0 0 43 23 0 155 2% 6407:30 PM to 7:45 PM 0 7 0 16 0 0 0 0 0 0 0 18 45 0 0 0 0 58 26 0 170 0% 6257:45 PM to 8:00 PM 0 5 1 12 2 0 0 0 0 0 0 8 52 0 3 0 0 64 15 2 157 4% 5868:00 PM to 8:15 PM 0 7 0 15 0 0 0 0 0 0 0 12 46 0 0 0 0 56 22 0 158 0% 5488:15 PM to 8:30 PM 0 5 0 6 0 0 0 0 0 0 0 19 42 0 0 0 0 50 18 2 140 1% 4788:30 PM to 8:45 PM 0 17 0 12 2 0 0 0 0 0 0 15 40 0 1 0 0 24 23 1 131 3% 4308:45 PM to 9:00 PM 0 9 0 13 0 0 0 0 0 0 0 10 41 0 1 0 0 31 15 1 119 2% 3929:00 PM to 9:15 PM 0 11 0 9 0 0 0 0 0 0 0 4 26 0 0 0 0 26 12 0 88 0% 3549:15 PM to 9:30 PM 0 5 0 12 0 0 0 0 0 0 0 9 21 0 0 0 0 39 6 1 92 1% 3509:30 PM to 9:45 PM 0 5 0 8 0 0 0 0 0 0 0 12 24 0 0 0 0 30 14 1 93 1% 3379:45 PM to 10:00 PM 0 6 0 4 0 0 0 0 0 0 0 8 22 0 0 0 0 27 14 2 81 2% 307 10:00 PM to 10:15 PM 0 7 1 5 1 0 0 0 0 0 0 5 12 0 1 0 0 41 13 4 84 7% 26810:15 PM to 10:30 PM 0 6 0 8 2 0 0 0 0 0 0 7 14 0 0 0 0 33 11 1 79 4% 23110:30 PM to 10:45 PM 0 3 0 8 0 0 0 0 0 0 0 7 17 0 1 0 0 22 6 1 63 3% 18810:45 PM to 11:00 PM 0 2 0 4 0 0 0 0 0 0 0 2 10 0 0 0 0 20 4 0 42 0% 17311:00 PM to 11:15 PM 0 4 0 5 0 0 0 0 0 0 0 3 12 0 0 0 0 20 3 1 47 2% 20411:15 PM to 11:30 PM 0 5 1 5 1 0 0 0 0 0 0 1 8 0 0 0 0 11 5 1 36 6% 11:30 PM to 11:45 PM 0 2 1 3 1 0 0 0 0 0 0 6 7 0 1 0 0 24 5 0 48 4%11:45 PM to 12:00 AM 0 2 0 1 0 0 0 0 0 0 0 3 1 0 0 0 0 59 7 13 73 18% 0 516 25 1555 98 0 0 0 0 0 0 2103 4997 0 224 0 2 4097 2333 199 15628 3% 1483 1273
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 20 1 150 4 0 0 0 0 0 0 242 563 0 16 0 0 280 227 12 1483 2% 0.93 4:30 PM to 5:30 PM 0 39 3 86 0 0 0 0 0 0 0 124 349 0 14 0 0 336 186 3 1123 2% 0.94 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 177
Section 7, Item 7E
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 1 1 3 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 212:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 212:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 AM to 4:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 14:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
SR 99 NB Ramps @ Merced St 36.6268988
Fresno -119.6839873
Tuesday, May 20, 2025 Clear
1 178
Section 7, Item 7E
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 112:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 13:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 14:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 24:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 1 2 15:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:15 PM to 10:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 110:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 5 0 33 9 0 0 8 42 2
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 0 5
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 179
Section 7, Item 7E
8 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 1 0 0 0 0 3 1 1 0 1 0 0 0 0 0 0 0 0 6 17% 32 12:15 AM to 12:30 AM 0 0 2 0 0 0 0 8 1 0 0 0 0 0 0 0 0 0 0 0 11 0% 3512:30 AM to 12:45 AM 0 0 2 0 0 0 0 7 1 0 0 1 0 0 0 0 0 0 0 0 11 0% 3212:45 AM to 1:00 AM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 29 1:00 AM to 1:15 AM 0 0 1 0 0 0 0 8 0 1 0 0 0 0 0 0 0 0 0 0 9 11% 321:15 AM to 1:30 AM 0 0 1 0 0 0 0 6 0 0 0 1 0 0 0 0 0 0 0 0 8 0% 291:30 AM to 1:45 AM 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 0% 281:45 AM to 2:00 AM 0 0 1 0 0 0 0 4 1 0 0 1 0 0 0 0 0 0 0 0 7 0% 282:00 AM to 2:15 AM 0 0 2 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 6 0% 292:15 AM to 2:30 AM 0 0 3 0 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 7 14% 282:30 AM to 2:45 AM 0 0 1 0 1 0 0 7 0 1 0 0 0 0 0 0 0 0 0 0 8 25% 312:45 AM to 3:00 AM 0 0 3 0 0 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 8 25% 333:00 AM to 3:15 AM 0 0 1 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5 0% 413:15 AM to 3:30 AM 0 0 3 0 0 0 0 4 0 1 0 2 0 1 0 0 0 0 0 0 10 10% 463:30 AM to 3:45 AM 0 0 4 0 0 0 0 2 0 1 0 3 0 1 0 0 0 0 0 0 10 10% 463:45 AM to 4:00 AM 0 0 3 0 1 0 0 11 1 1 0 1 0 0 0 0 0 0 0 0 16 13% 624:00 AM to 4:15 AM 0 0 3 0 0 0 0 6 0 0 0 1 0 0 0 0 0 0 0 0 10 0% 834:15 AM to 4:30 AM 0 0 2 0 0 0 0 5 0 1 0 1 0 2 0 0 0 0 0 0 10 10% 1334:30 AM to 4:45 AM 0 0 8 0 0 0 0 15 1 1 0 1 0 1 0 0 0 0 0 0 26 4% 2274:45 AM to 5:00 AM 0 0 8 0 0 0 0 24 2 0 0 2 0 1 0 0 0 0 0 0 37 0% 2745:00 AM to 5:15 AM 0 0 13 0 0 0 0 37 2 1 0 6 0 2 0 0 0 0 0 0 60 2% 3085:15 AM to 5:30 AM 0 0 16 0 0 0 0 74 3 1 0 8 0 3 0 0 0 0 0 0 104 1% 3115:30 AM to 5:45 AM 0 0 24 0 1 0 0 43 1 0 0 4 0 1 0 0 0 0 0 0 73 1% 2925:45 AM to 6:00 AM 0 0 24 0 0 0 0 40 3 2 0 4 0 0 0 0 0 0 0 0 71 3% 3266:00 AM to 6:15 AM 0 0 24 0 0 0 0 30 1 1 0 7 0 1 0 0 0 0 0 0 63 2% 3586:15 AM to 6:30 AM 0 0 35 0 1 0 0 44 0 2 0 6 0 0 0 0 0 0 0 0 85 4% 3986:30 AM to 6:45 AM 0 0 34 0 0 0 0 61 4 2 0 7 0 1 0 0 0 0 0 0 107 2% 4736:45 AM to 7:00 AM 0 0 35 0 2 0 0 51 4 3 0 9 0 4 0 0 0 0 0 0 103 5% 5417:00 AM to 7:15 AM 0 0 33 0 0 0 0 59 4 2 0 6 0 1 0 0 0 0 0 0 103 2% 6287:15 AM to 7:30 AM 0 0 56 0 2 0 0 79 3 4 0 18 0 4 1 0 0 0 0 0 160 4% 7027:30 AM to 7:45 AM 0 0 69 0 1 0 0 77 6 6 0 20 0 3 0 0 0 0 0 0 175 4% 7137:45 AM to 8:00 AM 0 0 58 0 1 0 0 84 9 5 0 37 0 2 0 0 0 0 0 0 190 3% 6768:00 AM to 8:15 AM 0 0 67 0 0 0 0 70 11 3 0 27 0 2 0 0 0 0 0 0 177 2% 5818:15 AM to 8:30 AM 0 0 62 0 2 0 0 73 17 5 0 14 0 5 0 0 0 0 0 0 171 4% 4988:30 AM to 8:45 AM 0 1 38 0 2 0 0 79 6 6 0 12 0 2 0 0 0 0 0 0 138 6% 4298:45 AM to 9:00 AM 0 0 30 0 1 0 0 42 7 2 0 14 0 2 0 0 0 0 0 0 95 3% 4049:00 AM to 9:15 AM 0 0 32 0 0 0 0 54 3 3 0 5 0 0 0 0 0 0 0 0 94 3% 4089:15 AM to 9:30 AM 0 0 33 0 0 0 0 51 3 4 0 10 0 5 0 0 0 0 0 0 102 4% 4059:30 AM to 9:45 AM 0 0 32 0 1 0 0 65 8 4 0 5 0 3 1 0 0 0 0 0 113 5% 3899:45 AM to 10:00 AM 0 0 36 0 0 0 0 52 4 5 0 7 0 0 0 0 0 0 0 0 99 5% 370 10:00 AM to 10:15 AM 0 1 34 0 1 0 0 44 4 2 0 5 0 3 0 0 0 0 0 0 91 3% 37210:15 AM to 10:30 AM 0 0 29 0 0 0 0 42 3 2 0 8 0 4 0 0 0 0 0 0 86 2% 38110:30 AM to 10:45 AM 0 1 30 0 2 0 0 54 5 3 0 3 0 1 0 0 0 0 0 0 94 5% 38810:45 AM to 11:00 AM 0 1 38 0 0 0 0 51 5 1 0 6 0 0 0 0 0 0 0 0 101 1% 41011:00 AM to 11:15 AM 0 0 30 0 2 0 0 54 4 2 0 9 0 3 0 0 0 0 0 0 100 4% 403 Time
Northbound Southbound Eastbound Westbound
Clear
Fowler Ave @ Fresno St
Fresno
Tuesday, May 20, 2025

36.6242791
-119.6827588
1 180
Section 7, Item 7E
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 0 31 0 0 0 0 49 7 1 0 4 0 2 0 0 0 0 0 0 93 1% 39811:30 AM to 11:45 AM 0 0 47 0 1 0 0 49 13 0 0 3 0 4 0 0 0 0 0 0 116 1% 42111:45 AM to 12:00 PM 0 1 21 0 1 0 0 56 5 1 0 11 0 0 0 0 0 0 0 0 94 2% 417 12:00 PM to 12:15 PM 0 1 17 0 0 0 0 54 12 2 0 11 0 0 0 0 0 0 0 0 95 2% 43412:15 PM to 12:30 PM 0 0 34 0 0 0 0 57 17 4 0 7 0 1 0 0 0 0 0 0 116 3% 44512:30 PM to 12:45 PM 1 0 35 0 2 0 0 58 6 2 0 11 0 1 0 0 0 0 0 0 112 4% 45312:45 PM to 1:00 PM 0 0 35 0 2 0 0 60 6 1 0 9 0 1 0 0 0 0 0 0 111 3% 449 1:00 PM to 1:15 PM 0 0 36 0 0 0 0 56 5 2 0 7 0 2 0 0 0 0 0 0 106 2% 4681:15 PM to 1:30 PM 0 0 39 0 1 0 0 69 7 5 0 6 0 3 1 0 0 0 0 0 124 6% 4841:30 PM to 1:45 PM 0 1 39 0 1 0 0 53 4 2 0 7 0 4 0 0 0 0 0 0 108 3% 4931:45 PM to 2:00 PM 0 0 38 0 0 0 0 62 10 3 0 19 0 1 0 0 0 0 0 0 130 2% 5152:00 PM to 2:15 PM 0 1 43 0 0 0 0 50 13 4 0 13 0 2 0 0 0 0 0 0 122 3% 5612:15 PM to 2:30 PM 0 0 39 0 1 0 0 81 7 4 0 5 0 1 1 0 0 0 0 0 133 5% 6172:30 PM to 2:45 PM 0 2 48 0 2 0 0 61 10 1 0 7 0 2 0 0 0 0 0 0 130 2% 6342:45 PM to 3:00 PM 0 0 81 0 4 0 0 73 9 2 0 9 0 4 1 0 0 0 0 0 176 4% 6863:00 PM to 3:15 PM 0 0 69 0 4 0 0 82 13 2 0 11 0 3 0 0 0 0 0 0 178 3% 6733:15 PM to 3:30 PM 0 2 54 0 1 0 0 74 9 1 0 9 0 2 0 0 0 0 0 0 150 1% 6533:30 PM to 3:45 PM 0 0 43 0 0 0 0 96 27 3 0 14 0 2 0 0 0 0 0 0 182 2% 6743:45 PM to 4:00 PM 0 0 40 0 3 0 0 78 20 2 0 12 0 13 0 0 0 0 0 0 163 3% 6404:00 PM to 4:15 PM 0 3 41 0 1 0 0 85 19 4 0 8 0 2 1 0 0 0 0 0 158 4% 6364:15 PM to 4:30 PM 0 0 46 0 2 0 0 92 14 3 0 17 0 2 0 0 0 0 0 0 171 3% 6574:30 PM to 4:45 PM 0 2 43 0 1 0 0 77 12 1 0 11 0 3 0 0 0 0 0 0 148 1% 6524:45 PM to 5:00 PM 0 1 54 0 1 0 0 83 11 2 0 8 0 2 0 0 0 0 0 0 159 2% 640 25855:00 PM to 5:15 PM 0 3 41 0 2 0 0 102 18 2 0 13 0 2 1 0 0 0 0 0 179 3% 616 25655:15 PM to 5:30 PM 0 2 46 0 1 0 0 80 17 0 0 14 0 7 0 0 0 0 0 0 166 1% 563 24715:30 PM to 5:45 PM 0 0 38 0 1 0 0 67 11 1 0 16 0 4 0 0 0 0 0 0 136 1% 537 23565:45 PM to 6:00 PM 1 0 35 0 0 0 0 72 13 1 0 12 0 2 0 0 0 0 0 0 135 1% 507 22236:00 PM to 6:15 PM 0 1 31 0 1 0 0 72 16 2 0 3 0 3 0 0 0 0 0 0 126 2% 4636:15 PM to 6:30 PM 0 2 36 0 0 0 0 76 15 1 0 5 0 6 0 0 0 0 0 0 140 1% 4426:30 PM to 6:45 PM 0 1 24 0 1 0 0 56 16 1 0 6 0 3 0 0 0 0 0 0 106 2% 3826:45 PM to 7:00 PM 0 0 23 0 0 0 0 40 16 1 0 10 0 2 0 0 0 0 0 0 91 1% 3647:00 PM to 7:15 PM 0 1 32 0 0 0 0 43 18 0 0 10 0 1 0 0 0 0 0 0 105 0% 3707:15 PM to 7:30 PM 0 0 24 0 0 0 0 41 7 1 0 6 0 2 0 0 0 0 0 0 80 1% 3487:30 PM to 7:45 PM 0 0 26 0 0 0 0 38 17 0 1 4 0 2 0 0 0 0 0 0 88 0% 3457:45 PM to 8:00 PM 0 1 22 0 0 0 0 47 14 1 0 11 0 2 0 0 0 0 0 0 97 1% 3278:00 PM to 8:15 PM 0 0 20 0 0 0 0 36 16 1 0 9 0 2 0 0 0 0 0 0 83 1% 2908:15 PM to 8:30 PM 0 0 21 0 0 0 0 40 9 1 0 7 0 0 0 0 0 0 0 0 77 1% 2568:30 PM to 8:45 PM 0 1 21 0 0 1 0 27 12 0 0 5 0 3 0 0 0 0 0 0 70 0% 2328:45 PM to 9:00 PM 0 0 18 0 0 0 0 23 10 0 0 6 0 3 0 0 0 0 0 0 60 0% 2109:00 PM to 9:15 PM 0 2 10 0 0 0 0 23 10 0 0 3 0 1 0 0 0 0 0 0 49 0% 1959:15 PM to 9:30 PM 0 1 10 0 0 0 0 30 3 1 0 7 0 2 0 0 0 0 0 0 53 2% 2049:30 PM to 9:45 PM 0 1 12 0 0 0 0 25 5 0 0 4 0 1 0 0 0 0 0 0 48 0% 1939:45 PM to 10:00 PM 0 1 11 0 0 0 0 25 5 1 0 3 0 0 0 0 0 0 0 0 45 2% 179 10:00 PM to 10:15 PM 0 0 2 0 0 0 0 45 6 5 0 5 0 0 0 0 0 0 0 0 58 9% 16410:15 PM to 10:30 PM 0 0 7 0 0 1 0 31 1 1 0 2 0 0 0 0 0 0 0 0 42 2% 12910:30 PM to 10:45 PM 0 0 5 0 0 0 0 24 3 1 0 1 0 1 0 0 0 0 0 0 34 3% 10910:45 PM to 11:00 PM 0 0 2 0 0 0 0 23 3 0 0 2 0 0 0 0 0 0 0 0 30 0% 11311:00 PM to 11:15 PM 0 1 2 0 0 0 0 15 2 2 0 2 0 1 0 0 0 0 0 0 23 9% 14311:15 PM to 11:30 PM 0 0 4 0 0 0 0 15 2 1 0 1 0 0 0 0 0 0 0 0 22 5% 11:30 PM to 11:45 PM 0 0 8 0 0 0 0 25 3 1 0 2 0 0 0 0 0 0 0 0 38 3%11:45 PM to 12:00 AM 0 0 2 0 0 0 0 57 1 11 0 0 0 0 0 0 0 0 0 0 60 18% 2 36 2469 0 56 2 0 4298 654 170 1 661 0 165 7 0 0 0 0 0 8288 3% 713 686
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 0 256 0 4 0 0 304 43 19 0 98 0 12 0 0 0 0 0 0 713 3% 0.94 4:15 PM to 5:15 PM 0 6 184 0 6 0 0 354 55 8 0 49 0 9 1 0 0 0 0 0 657 2% 0.92 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 181
Section 7, Item 7E
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 210:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 210:45 AM to 11:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 211:00 AM to 11:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Fowler Ave @ Fresno St 36.6242791
Fresno -119.6827588
Tuesday, May 20, 2025 Clear
1 182
Section 7, Item 7E
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24:30 PM to 4:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 24:45 PM to 5:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 15:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37:00 PM to 7:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 37:15 PM to 7:30 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 57:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38:00 PM to 8:15 PM 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 3 0 38:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 4 3 2 0 0 0 0 0 0 0 9 0 10 9 5
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
4:15 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 183
Section 7, Item 7E
9 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 1 1 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 4 0% 19 12:15 AM to 12:30 AM 0 1 1 0 0 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 5 0% 2312:30 AM to 12:45 AM 0 1 1 0 0 0 0 3 0 0 0 1 0 1 0 0 0 0 0 0 7 0% 2412:45 AM to 1:00 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 25 1:00 AM to 1:15 AM 0 1 2 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 8 0% 271:15 AM to 1:30 AM 0 0 2 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 6 0% 221:30 AM to 1:45 AM 0 0 1 0 0 0 0 6 0 0 0 1 0 0 0 0 0 0 0 0 8 0% 221:45 AM to 2:00 AM 0 0 2 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 5 0% 172:00 AM to 2:15 AM 0 0 1 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 3 33% 152:15 AM to 2:30 AM 0 1 1 0 0 0 0 1 2 0 0 1 0 0 0 0 0 0 0 0 6 0% 172:30 AM to 2:45 AM 0 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3 33% 172:45 AM to 3:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 183:00 AM to 3:15 AM 0 0 1 0 0 0 0 2 1 0 0 1 0 0 1 0 0 0 0 0 5 20% 253:15 AM to 3:30 AM 0 0 1 0 0 0 0 1 0 0 0 3 0 1 1 0 0 0 0 0 6 17% 233:30 AM to 3:45 AM 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 203:45 AM to 4:00 AM 0 1 1 0 1 0 0 3 0 0 0 5 0 0 0 0 0 0 0 0 10 10% 354:00 AM to 4:15 AM 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0% 514:15 AM to 4:30 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 904:30 AM to 4:45 AM 0 0 7 0 0 0 0 6 0 0 0 5 0 1 0 0 0 0 0 0 19 0% 1634:45 AM to 5:00 AM 0 1 6 0 0 0 0 11 0 0 0 7 0 1 0 0 0 0 0 0 26 0% 2055:00 AM to 5:15 AM 0 1 7 0 0 0 0 22 4 0 0 6 0 2 0 0 0 0 0 0 42 0% 2365:15 AM to 5:30 AM 0 1 12 0 0 0 0 46 4 1 0 11 0 2 0 0 0 0 0 0 76 1% 2385:30 AM to 5:45 AM 0 0 17 0 1 0 0 29 1 0 0 10 0 4 0 0 0 0 0 0 61 2% 2335:45 AM to 6:00 AM 0 2 20 0 0 0 0 22 3 2 0 7 0 3 0 0 0 0 0 0 57 4% 2526:00 AM to 6:15 AM 0 0 23 0 0 0 0 9 4 1 0 4 0 4 0 0 0 0 0 0 44 2% 2746:15 AM to 6:30 AM 0 1 29 0 1 0 0 26 2 1 0 10 0 3 0 0 0 0 0 0 71 3% 3136:30 AM to 6:45 AM 0 3 28 0 0 0 0 27 6 1 0 11 0 5 0 0 0 0 0 0 80 1% 3676:45 AM to 7:00 AM 0 2 30 0 2 0 0 29 5 2 0 7 0 6 0 0 0 0 0 0 79 5% 4327:00 AM to 7:15 AM 0 2 28 0 0 0 0 34 5 1 1 8 0 5 0 0 0 0 0 0 83 1% 4857:15 AM to 7:30 AM 0 2 55 0 4 0 1 41 5 3 0 12 0 9 0 0 0 0 0 0 125 6% 5207:30 AM to 7:45 AM 0 6 59 0 1 0 0 46 5 4 0 21 0 8 3 0 0 0 0 0 145 6% 5157:45 AM to 8:00 AM 0 5 34 0 5 0 0 46 11 4 0 28 0 7 2 0 0 0 1 0 132 8% 4608:00 AM to 8:15 AM 0 7 44 0 0 0 0 26 13 2 0 22 0 5 0 0 0 0 1 0 118 2% 3968:15 AM to 8:30 AM 0 4 38 0 2 0 0 31 17 4 0 27 0 3 1 0 0 0 0 0 120 6% 3488:30 AM to 8:45 AM 0 4 27 0 0 0 0 33 11 4 0 11 0 4 1 0 0 0 0 0 90 6% 2998:45 AM to 9:00 AM 0 0 22 0 0 0 0 19 11 3 0 11 0 5 0 0 0 0 0 0 68 4% 2859:00 AM to 9:15 AM 0 3 26 0 0 0 0 25 5 0 0 8 0 3 0 0 0 0 0 0 70 0% 2809:15 AM to 9:30 AM 0 5 27 0 1 0 0 21 5 2 0 7 0 6 0 0 0 0 0 0 71 4% 2759:30 AM to 9:45 AM 0 0 21 0 2 0 0 30 9 3 0 13 0 3 0 0 0 0 0 0 76 7% 2709:45 AM to 10:00 AM 0 2 25 0 1 0 0 18 3 3 0 13 0 2 0 0 0 0 0 0 63 6% 265 10:00 AM to 10:15 AM 0 4 23 0 1 0 0 23 4 2 0 9 0 1 0 0 0 0 1 0 65 5% 28210:15 AM to 10:30 AM 0 6 23 0 0 0 0 14 10 0 0 9 0 4 0 0 0 0 0 0 66 0% 29010:30 AM to 10:45 AM 0 7 24 0 2 0 0 18 7 3 0 11 0 3 1 0 1 0 0 0 71 8% 29310:45 AM to 11:00 AM 0 5 28 0 0 0 0 23 7 0 0 13 0 4 0 0 0 0 0 0 80 0% 31011:00 AM to 11:15 AM 0 3 26 0 2 0 0 23 8 2 0 6 0 7 0 0 0 0 0 0 73 5% 291 Time
Northbound Southbound Eastbound Westbound
Clear
Fowler Ave @ South Ave
Fresno
Tuesday, May 20, 2025

36.6200056
-119.6823159
1 184
Section 7, Item 7E
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 8 26 0 0 0 0 12 7 0 0 14 0 2 1 0 0 0 0 0 69 1% 28511:30 AM to 11:45 AM 0 4 36 0 0 0 0 28 7 0 0 11 0 2 1 0 0 0 0 0 88 1% 28811:45 AM to 12:00 PM 0 2 12 0 1 0 1 27 6 1 0 12 0 1 1 0 0 0 0 0 61 5% 289 12:00 PM to 12:15 PM 0 4 17 0 1 0 0 32 6 1 0 3 0 5 1 0 0 0 0 0 67 4% 30112:15 PM to 12:30 PM 0 2 28 0 1 0 0 23 6 1 0 7 1 5 1 0 0 0 0 0 72 4% 31112:30 PM to 12:45 PM 0 5 28 0 1 0 0 31 8 2 0 13 0 4 0 0 0 0 0 0 89 3% 31312:45 PM to 1:00 PM 0 5 27 0 1 0 0 19 6 1 0 14 0 2 0 0 0 0 0 0 73 3% 300 1:00 PM to 1:15 PM 0 3 30 0 0 0 0 32 2 1 0 7 0 3 0 0 0 0 0 0 77 1% 3061:15 PM to 1:30 PM 0 6 31 0 1 0 0 26 1 3 0 10 0 0 0 0 0 0 0 0 74 5% 3161:30 PM to 1:45 PM 0 3 35 0 1 0 1 22 8 1 0 5 0 2 0 0 0 0 0 0 76 3% 3391:45 PM to 2:00 PM 0 5 25 0 0 0 0 28 4 3 0 14 0 3 1 0 0 0 0 0 79 5% 3702:00 PM to 2:15 PM 0 7 30 0 0 0 0 21 8 1 0 16 0 4 1 0 0 0 1 0 87 2% 4412:15 PM to 2:30 PM 0 3 32 0 0 0 0 35 14 4 0 10 0 3 0 0 0 0 0 0 97 4% 4722:30 PM to 2:45 PM 0 5 46 0 0 0 2 31 4 0 0 11 0 8 3 0 0 0 0 0 107 3% 4972:45 PM to 3:00 PM 0 13 74 0 3 0 0 34 7 1 0 16 0 6 0 0 0 0 0 0 150 3% 5273:00 PM to 3:15 PM 0 6 54 0 3 0 0 31 9 2 0 11 0 7 1 0 0 0 0 0 118 5% 4913:15 PM to 3:30 PM 0 10 43 0 2 0 0 39 11 1 0 14 0 3 1 0 1 1 0 0 122 3% 4763:30 PM to 3:45 PM 0 13 32 0 0 0 1 40 20 1 0 23 0 8 1 0 0 0 0 0 137 1% 4623:45 PM to 4:00 PM 0 16 25 0 4 0 0 35 14 1 0 15 0 9 1 0 0 0 0 0 114 5% 4344:00 PM to 4:15 PM 0 7 32 0 1 0 0 32 9 3 0 13 0 10 0 0 0 0 0 0 103 4% 4454:15 PM to 4:30 PM 0 14 41 0 1 0 0 29 9 2 0 11 0 4 1 0 0 0 0 0 108 4% 4774:30 PM to 4:45 PM 0 9 37 0 1 0 0 33 7 0 0 18 0 5 1 0 0 0 0 0 109 2% 4774:45 PM to 5:00 PM 0 9 42 0 0 0 0 43 9 3 0 14 0 8 1 0 0 0 0 0 125 3% 484 18835:00 PM to 5:15 PM 0 18 41 0 2 0 1 44 20 2 0 7 0 4 1 0 0 0 0 0 135 4% 446 18845:15 PM to 5:30 PM 0 9 33 0 1 0 0 39 5 0 0 17 0 5 1 0 0 0 0 0 108 2% 400 18075:30 PM to 5:45 PM 0 11 32 0 2 0 0 35 15 1 0 11 0 12 0 0 0 0 0 0 116 3% 395 17255:45 PM to 6:00 PM 0 6 23 0 0 0 0 31 14 1 0 12 0 1 0 0 0 0 0 0 87 1% 351 15926:00 PM to 6:15 PM 0 10 24 0 0 0 0 32 6 1 0 9 0 8 1 0 0 0 0 0 89 2% 3246:15 PM to 6:30 PM 0 8 31 0 0 0 0 35 13 0 0 12 0 4 1 0 0 0 0 0 103 1% 3066:30 PM to 6:45 PM 0 3 21 0 2 0 0 27 6 0 0 7 0 8 0 0 0 0 0 0 72 3% 2646:45 PM to 7:00 PM 0 6 20 0 0 0 0 18 4 2 0 8 0 4 0 0 0 0 0 0 60 3% 2507:00 PM to 7:15 PM 0 5 25 0 0 0 0 18 9 0 0 10 0 4 0 0 0 0 0 0 71 0% 2537:15 PM to 7:30 PM 0 7 17 0 0 0 0 14 9 0 0 11 0 3 0 0 0 0 0 0 61 0% 2307:30 PM to 7:45 PM 0 6 19 0 0 0 0 13 10 0 0 6 0 4 0 0 0 0 0 0 58 0% 2307:45 PM to 8:00 PM 0 6 21 0 0 0 0 19 8 0 0 6 0 3 0 0 0 0 0 0 63 0% 2198:00 PM to 8:15 PM 0 7 16 0 0 0 0 12 8 0 0 3 0 2 0 0 0 0 0 0 48 0% 2088:15 PM to 8:30 PM 0 8 17 0 0 0 1 14 8 0 0 10 0 3 0 0 0 0 0 0 61 0% 1898:30 PM to 8:45 PM 0 7 14 0 0 0 0 16 3 0 0 7 0 0 0 0 0 0 0 0 47 0% 1578:45 PM to 9:00 PM 0 10 17 0 0 0 1 6 6 0 0 7 0 5 0 0 0 0 0 0 52 0% 1379:00 PM to 9:15 PM 0 2 8 0 0 0 0 4 5 0 0 6 0 4 0 0 0 0 0 0 29 0% 1059:15 PM to 9:30 PM 0 2 11 0 0 0 0 6 4 0 0 5 0 1 0 0 0 0 0 0 29 0% 939:30 PM to 9:45 PM 0 2 10 0 0 0 0 10 3 0 0 1 0 1 0 0 0 0 0 0 27 0% 849:45 PM to 10:00 PM 0 3 10 0 0 0 0 1 3 0 0 3 0 0 0 0 0 0 0 0 20 0% 76 10:00 PM to 10:15 PM 0 2 2 0 0 0 0 4 3 0 0 2 0 4 0 0 0 0 0 0 17 0% 7610:15 PM to 10:30 PM 0 1 6 0 0 0 0 3 4 0 0 3 0 3 0 0 0 0 0 0 20 0% 7210:30 PM to 10:45 PM 0 2 5 0 0 0 0 4 5 0 0 2 0 1 0 0 0 0 0 0 19 0% 6410:45 PM to 11:00 PM 0 2 1 0 0 0 0 8 1 0 0 5 0 3 0 0 0 0 0 0 20 0% 5611:00 PM to 11:15 PM 0 1 1 0 0 0 0 5 2 0 0 4 0 0 0 0 0 0 0 0 13 0% 4511:15 PM to 11:30 PM 0 2 3 0 0 0 0 2 3 0 0 2 0 0 1 0 0 0 0 0 12 8% 11:30 PM to 11:45 PM 0 0 5 0 0 0 0 2 2 0 0 2 0 0 1 0 0 0 0 0 11 9%11:45 PM to 12:00 AM 0 0 2 0 1 0 0 2 2 0 0 2 0 1 0 0 0 0 0 0 9 11% 0 387 1955 0 58 0 9 1834 538 88 1 783 1 307 33 0 2 1 4 0 5822 3% 520 527
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 0 20 192 0 10 0 1 159 34 13 0 83 0 29 5 0 0 0 2 0 520 5% 0.90 4:45 PM to 5:45 PM 0 47 148 0 5 0 1 161 49 6 0 49 0 29 3 0 0 0 0 0 484 3% 0.90 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 185
Section 7, Item 7E
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 AM to 4:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 14:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Fowler Ave @ South Ave 36.6200056
Fresno -119.6823159
Tuesday, May 20, 2025 Clear
1 186
Section 7, Item 7E
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 2 2 38:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 18:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 1 0 8 1 0 4 9 3
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
4:45 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 187
Section 7, Item 7E
10 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 2 0 0 0 0 1 2 0 0 0 0 0 0 5 0% 27 12:15 AM to 12:30 AM 0 2 0 0 0 0 6 2 0 0 0 0 0 0 10 0% 3112:30 AM to 12:45 AM 0 2 0 0 0 0 3 3 0 0 0 0 0 0 8 0% 3012:45 AM to 1:00 AM 0 2 0 0 0 0 1 1 0 0 0 0 0 0 4 0% 31 1:00 AM to 1:15 AM 0 1 0 0 0 0 2 6 0 0 0 0 0 0 9 0% 321:15 AM to 1:30 AM 0 1 0 2 0 0 3 3 0 0 0 0 0 0 9 0% 271:30 AM to 1:45 AM 0 0 0 1 0 0 2 6 0 0 0 0 0 0 9 0% 251:45 AM to 2:00 AM 0 1 0 0 0 0 2 2 0 0 0 0 0 0 5 0% 232:00 AM to 2:15 AM 0 2 0 0 0 0 1 1 0 0 0 0 0 0 4 0% 262:15 AM to 2:30 AM 0 3 0 0 1 0 1 3 0 0 0 0 0 0 7 14% 292:30 AM to 2:45 AM 0 1 0 0 1 0 4 2 0 0 0 0 0 0 7 14% 302:45 AM to 3:00 AM 0 3 0 0 0 0 5 0 0 0 0 0 0 0 8 0% 293:00 AM to 3:15 AM 0 2 0 1 1 0 1 3 0 0 0 0 0 0 7 14% 383:15 AM to 3:30 AM 0 4 0 1 0 0 2 1 0 0 0 0 0 0 8 0% 413:30 AM to 3:45 AM 0 4 0 0 0 0 1 1 0 0 0 0 0 0 6 0% 423:45 AM to 4:00 AM 0 3 0 1 1 0 8 5 0 0 0 0 0 0 17 6% 634:00 AM to 4:15 AM 0 3 0 1 0 0 4 2 0 0 0 0 0 0 10 0% 804:15 AM to 4:30 AM 0 2 0 0 0 0 6 1 0 0 0 0 0 0 9 0% 1224:30 AM to 4:45 AM 0 7 0 5 0 0 8 7 0 0 0 0 0 0 27 0% 2084:45 AM to 5:00 AM 0 8 0 4 0 0 10 12 0 0 0 0 0 0 34 0% 2555:00 AM to 5:15 AM 0 13 0 3 0 0 10 26 0 0 0 0 0 0 52 0% 2895:15 AM to 5:30 AM 0 16 0 4 0 0 24 51 2 0 0 0 0 0 95 2% 2955:30 AM to 5:45 AM 0 24 0 6 1 0 14 30 0 0 0 0 0 0 74 1% 2815:45 AM to 6:00 AM 0 24 0 4 0 0 14 26 3 0 0 0 0 0 68 4% 3116:00 AM to 6:15 AM 0 26 0 2 0 0 18 12 1 0 0 0 0 0 58 2% 3356:15 AM to 6:30 AM 0 33 0 5 1 0 14 29 3 0 0 0 0 0 81 5% 3746:30 AM to 6:45 AM 0 34 0 7 0 0 31 32 4 0 0 0 0 0 104 4% 4406:45 AM to 7:00 AM 0 35 0 4 2 0 20 33 2 0 0 0 0 0 92 4% 4977:00 AM to 7:15 AM 0 33 0 4 0 0 21 39 2 0 0 0 0 0 97 2% 5577:15 AM to 7:30 AM 0 57 0 9 3 0 34 47 4 0 0 0 0 0 147 5% 6037:30 AM to 7:45 AM 0 72 0 8 2 0 27 54 5 0 0 0 0 0 161 4% 6007:45 AM to 8:00 AM 0 55 0 11 3 0 35 51 5 0 0 0 0 0 152 5% 5618:00 AM to 8:15 AM 0 67 0 5 0 0 29 42 4 0 0 0 0 0 143 3% 4858:15 AM to 8:30 AM 0 63 0 3 3 0 27 51 5 0 0 0 0 0 144 6% 4318:30 AM to 8:45 AM 0 38 0 2 1 0 34 48 7 0 0 0 0 0 122 7% 3768:45 AM to 9:00 AM 0 29 0 3 1 0 17 27 3 0 0 0 0 0 76 5% 3569:00 AM to 9:15 AM 0 32 0 3 0 0 23 31 4 0 0 0 0 0 89 4% 3739:15 AM to 9:30 AM 0 33 0 1 1 0 29 26 4 0 0 0 0 0 89 6% 3659:30 AM to 9:45 AM 0 32 0 4 2 0 27 39 4 0 0 0 0 0 102 6% 3559:45 AM to 10:00 AM 0 37 0 4 1 0 28 24 5 0 0 0 0 0 93 6% 342 10:00 AM to 10:15 AM 0 33 0 1 1 0 22 25 4 0 0 0 0 0 81 6% 34410:15 AM to 10:30 AM 0 29 0 4 0 0 23 23 2 0 0 0 0 0 79 3% 35210:30 AM to 10:45 AM 0 33 0 1 2 0 28 27 4 0 0 0 0 0 89 7% 35610:45 AM to 11:00 AM 0 38 0 6 0 0 22 29 1 0 0 0 0 0 95 1% 37511:00 AM to 11:15 AM 0 29 0 3 2 0 24 33 3 0 0 0 0 0 89 6% 359 Time
Northbound Southbound Eastbound Westbound
Clear
Fowler Ave @ SR 99 SB On ramp
Fresno
Tuesday, May 20, 2025

36.6237646
-119.6822572
1 188
Section 7, Item 7E
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 31 0 3 0 0 29 20 1 0 0 0 0 0 83 1% 34511:30 AM to 11:45 AM 0 49 0 5 2 0 17 37 0 0 0 0 0 0 108 2% 35411:45 AM to 12:00 PM 0 20 0 4 2 0 20 35 1 0 0 0 0 0 79 4% 345 12:00 PM to 12:15 PM 0 19 0 1 1 0 19 36 2 0 0 0 0 0 75 4% 36812:15 PM to 12:30 PM 0 33 0 3 0 0 27 29 4 0 0 0 0 0 92 4% 38812:30 PM to 12:45 PM 0 35 0 4 2 0 22 38 3 0 0 0 0 0 99 5% 41112:45 PM to 1:00 PM 0 35 0 6 2 0 36 25 2 0 0 0 0 0 102 4% 410 1:00 PM to 1:15 PM 0 37 0 1 0 0 24 33 2 0 0 0 0 0 95 2% 4111:15 PM to 1:30 PM 0 39 0 4 1 0 30 42 5 0 0 0 0 0 115 5% 4121:30 PM to 1:45 PM 0 39 0 2 1 0 29 28 3 0 0 0 0 0 98 4% 4251:45 PM to 2:00 PM 0 38 0 3 1 0 30 32 3 0 0 0 0 0 103 4% 4482:00 PM to 2:15 PM 0 44 0 2 0 0 17 33 4 0 0 0 0 0 96 4% 5122:15 PM to 2:30 PM 0 39 0 6 1 0 32 51 4 0 0 0 0 0 128 4% 5722:30 PM to 2:45 PM 0 51 0 7 3 0 27 36 1 0 0 0 0 0 121 3% 5762:45 PM to 3:00 PM 0 85 0 6 4 0 36 40 2 0 0 0 0 0 167 4% 6063:00 PM to 3:15 PM 0 66 0 5 4 0 42 43 2 0 0 0 0 0 156 4% 5733:15 PM to 3:30 PM 0 54 0 2 2 1 21 54 1 0 0 0 0 0 132 2% 5553:30 PM to 3:45 PM 0 44 0 10 1 0 35 62 2 0 0 0 0 0 151 2% 5723:45 PM to 4:00 PM 0 39 0 4 5 0 41 50 2 0 0 0 0 0 134 5% 5554:00 PM to 4:15 PM 0 44 0 2 1 0 46 46 5 0 0 0 0 0 138 4% 5644:15 PM to 4:30 PM 0 48 0 7 3 0 53 41 3 0 0 0 0 0 149 4% 5794:30 PM to 4:45 PM 0 45 0 9 2 0 40 40 1 0 0 0 0 0 134 2% 5674:45 PM to 5:00 PM 0 53 0 4 1 0 35 51 3 0 0 0 0 0 143 3% 544 22545:00 PM to 5:15 PM 0 48 0 1 2 0 37 67 3 0 0 0 0 0 153 3% 517 22075:15 PM to 5:30 PM 0 45 0 6 2 0 38 48 0 0 0 0 0 0 137 1% 472 21005:30 PM to 5:45 PM 0 37 0 3 2 0 22 49 2 0 0 0 0 0 111 4% 460 19935:45 PM to 6:00 PM 0 37 0 4 0 0 29 46 1 0 0 0 0 0 116 1% 436 18856:00 PM to 6:15 PM 0 31 0 2 1 0 33 42 2 0 0 0 0 0 108 3% 3916:15 PM to 6:30 PM 0 38 0 5 1 0 31 51 1 0 0 0 0 0 125 2% 3646:30 PM to 6:45 PM 0 25 0 4 2 0 26 32 1 0 0 0 0 0 87 3% 3066:45 PM to 7:00 PM 0 23 0 6 0 0 18 24 3 0 0 0 0 0 71 4% 2887:00 PM to 7:15 PM 0 32 0 5 0 0 18 26 0 0 0 0 0 0 81 0% 2917:15 PM to 7:30 PM 0 24 0 2 0 0 17 24 1 0 0 0 0 0 67 1% 2707:30 PM to 7:45 PM 0 26 0 1 0 0 18 24 0 0 0 0 0 0 69 0% 2677:45 PM to 8:00 PM 0 23 0 2 0 0 23 26 2 0 0 0 0 0 74 3% 2478:00 PM to 8:15 PM 0 21 0 1 0 0 15 23 1 0 0 0 0 0 60 2% 2228:15 PM to 8:30 PM 0 21 0 3 0 0 17 23 1 0 0 0 0 0 64 2% 2018:30 PM to 8:45 PM 0 21 0 0 0 0 11 17 0 0 0 0 0 0 49 0% 1808:45 PM to 9:00 PM 0 18 0 5 0 0 13 13 0 0 0 0 0 0 49 0% 1719:00 PM to 9:15 PM 0 12 0 4 0 0 12 11 1 0 0 0 0 0 39 3% 1589:15 PM to 9:30 PM 0 13 0 2 0 0 19 9 1 0 0 0 0 0 43 2% 1669:30 PM to 9:45 PM 0 11 0 1 0 0 16 12 0 0 0 0 0 0 40 0% 1639:45 PM to 10:00 PM 0 12 0 0 0 0 19 5 1 0 0 0 0 0 36 3% 153 10:00 PM to 10:15 PM 0 2 0 2 0 0 35 8 3 0 0 0 0 0 47 6% 14510:15 PM to 10:30 PM 0 7 0 3 0 0 23 7 1 0 0 0 0 0 40 3% 11910:30 PM to 10:45 PM 0 5 0 1 0 0 15 9 1 0 0 0 0 0 30 3% 10010:45 PM to 11:00 PM 0 3 0 3 1 0 12 10 0 0 0 0 0 0 28 4% 10211:00 PM to 11:15 PM 0 2 0 3 0 0 10 6 3 0 0 0 0 0 21 14% 13511:15 PM to 11:30 PM 0 5 0 1 0 0 3 12 1 0 0 0 0 0 21 5% 11:30 PM to 11:45 PM 0 7 0 0 0 0 23 2 2 0 0 0 0 0 32 6%11:45 PM to 12:00 AM 0 2 0 2 0 0 53 4 11 0 0 0 0 0 61 18% 0 2506 0 295 80 0 0 0 0 0 1 0 1980 2450 180 0 0 0 0 0 7232 4% 603 606
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 0 251 0 33 8 0 0 0 0 0 0 0 125 194 18 0 0 0 0 0 603 4% 0.94 4:00 PM to 5:00 PM 0 194 0 21 8 0 0 0 0 0 0 0 165 199 10 0 0 0 0 0 579 3% 0.95 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
1 189
Section 7, Item 7E
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Fowler Ave @ SR 99 SB On ramp 36.6237646
Fresno -119.6822572
Tuesday, May 20, 2025 Clear
1 190
Section 7, Item 7E
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
1 191
Section 7, Item 7E
Counted by: AM
Date: 7/4/2025
From To Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00:00 AM 7:15:00 AM 0 0 13 0 0 0 0 10 0 0 6 0 297:15:00 AM 7:30:00 AM 0 0 19 0 0 0 0 17 0 0 17 0 537:30:00 AM 7:45:00 AM 1 0 30 0 0 0 0 19 0 0 12 0 627:45:00 AM 8:00:00 AM 1 0 36 0 0 0 0 29 0 0 21 0 878:00:00 AM 8:15:00 AM 0 0 27 0 0 0 0 36 0 0 14 0 778:15:00 AM 8:30:00 AM 0 0 31 0 0 0 0 26 0 0 20 0 778:30:00 AM 8:45:00 AM 0 0 22 0 0 0 0 14 0 0 17 0 538:45:00 AM 9:00:00 AM 0 0 14 0 0 0 0 12 0 0 11 0 37 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30:00 AM 8:30:00 AM 2 0 124 0 0 0 0 110 0 0 67 0
PHF 0.871
Peak Hour
Eastbound Westbound
Adams Avenue
Northbound Southbound
CA-99 SB Off-Ramp
Time
Northbound Southbound Eastbound Westbound
192
Section 7, Item 7E
From To Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Total 4:00:00 PM 4:15:00 PM 0 0 32 9 0 0 0 0 0 21 0 0 0 22 0 0 754:15:00 PM 4:30:00 PM 0 0 46 6 0 0 0 0 0 17 0 1 0 10 0 2 734:30:00 PM 4:45:00 PM 1 0 45 5 0 0 0 0 0 22 0 1 0 14 0 1 824:45:00 PM 5:00:00 PM 0 0 42 2 0 0 0 0 0 23 0 1 0 18 0 0 835:00:00 PM 5:15:00 PM 0 0 43 1 0 0 0 0 0 18 0 0 0 17 0 0 785:15:00 PM 5:30:00 PM 0 0 34 1 0 0 0 0 0 32 0 2 0 13 0 2 795:30:00 PM 5:45:00 PM 0 0 40 0 0 0 0 0 0 20 0 1 0 13 0 0 73 5:45:00 PM 6:00:00 PM 0 0 29 2 0 0 0 0 0 16 0 2 0 12 0 2 57 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:30:00 PM 5:30:00 PM 1 0 164 0 0 0 0 95 0 0 62 0
PHF 0.970
Adams AvenueCA-99 SB Off-Ramp
Westbound
Northbound Southbound Eastbound Westbound
Peak Hour
Time Northbound Southbound Eastbound
193
Section 7, Item 7E
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix D

APPENDIX D
Synchro Reports
194
Section 7, Item 7E

EXISTING SYNCRO REPORTS
195
Section 7, Item 7E
Existing AM
1: Clovis Avenue & Adams Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report