Agenda packet — Fowler City Council, August 5, 2025 (part 1 of 2)

CITY COUNCIL MEETING
TUESDAY, AUGUST 05, 2025 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.

En cumplimiento con la Acta de Americanos con Discapacidades si necesita asistencia o adaptaciones para acceder a las Cámaras del Concejo de la Ciudad o participar en esta reunión, comuníquese con el secretario de la ciudad al (559) 834-3113 x102. También puede ponerse en contacto con el secretario si necesita servicios de traducción. La notificación al menos 48 horas antes de la reunión permitirá a la Ciudad hacer arreglos razonables para garantizar la accesibilidad.
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Telephone Number: (253) 215-8782
Meeting ID: 823 5073 2281
Passcode: 313989
Persons accessing the meeting will have an opportunity to provide comments at appropriate times during the meeting. To speak during a public comment period, press *9 on your phone to raise your hand or click “raise hand” in the webinar. At the appropriate time, you will be prompted to unmute yourself, and asked to identify yourself when providing public comment.

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 ERIK BUHL FROM FOWLER PRESBYTERIAN 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 August 5, 2025
7B APPROVE Minutes of the June 23, 2025 Special City Council Meeting 7C APPROVE Minutes of the July 1, 2025 City Council Meeting 7D APPROVE the purchase of a 2023 New Holland C345 Compact Track Loader from Garton in the amount of $86,896.70 and authorize the City Manager to execute the purchase agreement
7E APPROVE the purchase of a New Cimline M1 150 Gallon Crack Sealer from Haaker Equipment in the amount of $82,255.65 and authorize the City Manager to execute the purchase agreement
7F APPROVE a Memorandum of Understanding between the City of Fowler and Fowler Unified School District (District) for contributions towards the community’s continued 2 use of the District’s recreational facilities in an amount not to exceed $91,812 total for Fiscal Years 2025-2028, and authorize the City Manager to execute the agreement 7G APPROVE an agreement with the Fowler Unified School District (District) to provide fueling services to the City of Fowler’s fleet for the period of August 1, 2025, to June 30, 2028, and authorize the City Manager to execute the agreement 7H APPROVE an Agreement between the City of Fowler and the Fowler Unified School District (District) to provide one sworn police officer, assigned as a School Resource Officer (SRO), on school campuses within the City of Fowler, and authorize the City Manager to execute the agreement
7I APPROVE a $800 donation to Fowler High School Cheer using Fiscal Year 2025-26 CalRecycle Funds
7J APPROVE a $800 donation to Fowler Boy Scouts Troop 390 using Fiscal Year 2025- 26 CalRecycle Funds
7K APPROVE the purchase of a 2025 Ford F150 Lighting Pro EV Truck from Lithia Ford Lincoln of Fresno in the amount of $58,409.01 and authorize the City Manager to execute the purchase agreement

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 APPROVE Resolution No. 2797 approving an exception to the California Public Employees Retirement System (CalPERS) 180-day waiting period to hire Greg G.

Gularte as a Retired Annuitant Chief of Police
Fire
B Quarterly Update by Chief Dustin Hail, Fresno County Fire Protection District Public Works
C Actions pertaining to 4th and 5th Street Improvements Project:
i. ADOPT a Notice of Exemption finding the 4th and 5th Street Improvements Project to be categorically exempt pursuant to CEQA guidelines section 15301(c) ii. AWARD the 4th and 5th Street Improvements Project to MAC General Engineering in the amount of $423,884.84 and authorize City Manager to execute the agreement
3 D INTRODUCTION of Ordinance NO. 2025-05, to Retain the Current Prima Facie Speed Limit for a Section of Roadway Along Adams Avenue.

Planning
E APPROVE License Agreement for a Monument Sign and Landscaping between the City of Fowler and JGSS Food Service, Inc. at the median island between Manning Avenue and Vineyard Place
F AUTHORIZE the City Manager to enter into an agreement with County of Fresno for the implementation of the Community Development Block Grant (CDBG) Program for the year 24-25 for the Fowler Panzak Park ADA Improvements Project funds G Actions pertaining to Vesting Tentative Subdivision Map No. 6501:
i. INTRODUCE Ordinance No. 2025-04 to:
a. Find that the Project is exempt from further environmental review pursuant to CEQA Guidelines section 15183.
b. Prezone APN 343-040-26 to the zoning map designation of R-1- 7/PD-3 (Single Family Residential/Planned Development). c. Prezone the easterly adjacent parcel, City Park site (APN 343-040- 92T) to the zoning map designation of O (Open Space).
d. Prezone the easterly adjacent parcel, Fowler Unified School District property (APN 343-040-89T) to the zoning map designation of PF (Public Facilities).
e. Amend section 9.145.040, subd. (B) of the Fowler Zoning Ordinance to include an additional Planned Development Overlay.
ii. APPROVE Resolution No. 7298 to:
a. Find that the Project is exempt from further environmental review pursuant to CEQA Guidelines section 15183.
b. Approve a Planned Development (PD).
c. Approve Vesting Tentative Subdivision Map No. 6501.
d. Initiate annexation of APN 343-040-26 (Vesting Tentative Subdivision Map No. 6501), APN 343-040-92T (City Park site), and APN 343-040- 89T (Fowler Unified School District property).

10. STAFF COMMUNICATIONS

11. CEREMONIAL
A. Swearing In of Interim Police Chief Greg G. Gularte
4 12. COUNCILMEMBER REPORTS AND COMMENTS

13. CLOSED SESSION
Government Code Section 54957
Public Employee Appointment/Employment
Title: City Attorney

14. RECONVENE INTO OPEN SESSION AND REPORT ACTION

15. ADJOURN
Next Ordinance No. 2025-06
Next Resolution No. 2799
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, July 31, 2025.

Angela Vasquez, CPMC
City Clerk
5 CHECK NUMBERS CHECK DATES AMOUNT

ACCOUNTS PAYABLE CHECKS
Regular checks 44870-45031 June 26 thru July 24 $ 1,654,209.94 TOTAL ACCOUNTS PAYABLE CHECKS $ 1,654,209.94

PAYROLL COSTS
First July Bi-Weekly Payroll July 4, 2025 $ 116,534.13
Second July Bi-Weekly Payroll July 18, 2025 $ 115,450.15 TOTAL PAYROLL COSTS $ 231,984.28
TOTAL CASH DISBURSEMENTS $ 1,886,194.22
NOTE:

CITY OF FOWLER

WARRANTS LIST
August 5, 2025
6 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/02/2025 CITY OF FOWLER VENCHK11
TIME: 18:46:17 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44870 1001 07/02/25 14813 24/7 PET VET 5220 ANIMAL CARE SVC 256.50 44871 1001 07/02/25 11689 A & C TIRE SERVICE 5205 FLEET-WTR 178.88 44872 1001 07/02/25 15057 A&C TIRE SERVICE 5220 OIL CHANGE U#25-PD 100.00 44872 1001 07/02/25 15057 A&C TIRE SERVICE 5220 OIL CHANGE U#30-PD 80.00 TOTAL CHECK 180.00
44873 1001 07/02/25 15013 ADVANCED PEST WIPEOUT 5185 PEST CTRL6/30/25-FIRE 95.00 44873 1001 07/02/25 15013 ADVANCED PEST WIPEOUT 5185 PEST CTRL6/30/25-CITY 90.00 TOTAL CHECK 185.00
44874 1001 07/02/25 10007 ALERT-O-LITE, INC 5206 WELL#5 149.94 44875 1001 07/02/25 14167 ANDERSON LANDSCAPE 5710 MAINTENANCE-PARKS 1,400.91 44876 1001 07/02/25 15088 AT&T MOBILITY 5160 PHONES MAY-JUN25-PD 1,331.33 44877 1001 07/02/25 14822 BLOOMING BELLE MARKETING 5110 JACKETS-CLERK 1,639.43 44877 1001 07/02/25 14822 BLOOMING BELLE MARKETING 5110 JACKETS-PLN 150.55 44877 1001 07/02/25 14822 BLOOMING BELLE MARKETING 5110 JACKETS-REC 180.66 TOTAL CHECK 1,970.64
44878 1001 07/02/25 10024 BSK ASSOCIATES 5220 WATER TEST 6/17/25 280.00 44879 1001 07/02/25 11291 THE BUSINESS JOURNAL 5150 PC PUB HEAR NO24-31 402.50 44880 1001 07/02/25 14131 SWEEPING CORP OF AMERICA 5220 STREET SWEEP 06/25 3,950.00 44880 1001 07/02/25 14131 SWEEPING CORP OF AMERICA 5220 SWEEP WASTE MGT YD 900.00 TOTAL CHECK 4,850.00
44881 1001 07/02/25 11268 CITY OF SELMA 5220 ANIMAL CTRL MAY-JUN25 4,500.00 44882 1001 07/02/25 10064 COLONIAL LIFE INSURANCE C 2042 EMP DED JUNE25 47.42 44883 1001 07/02/25 14912 CORE BUSINESS INTERIORS 5110 EQUIPMENT-ADMIN 4,266.14 44883 1001 07/02/25 14912 CORE BUSINESS INTERIORS 5715 EQUIPMENT-WTR 4,266.13 TOTAL CHECK 8,532.27
44884 1001 07/02/25 14702 DAVE'S AUTO SERVICE 5205 RPR SVC F150-ST 959.24 44885 1001 07/02/25 15141 E&M ELECTRIC MACHINERY,IN 5715 SCADA JUN25 33,795.00 44886 1001 07/02/25 13275 FERGUSON WATERWORKS #1423 5206 WELL MAINT-WTR 1,194.10 44886 1001 07/02/25 13275 FERGUSON WATERWORKS #1423 5206 WELL MAINT-WTR 116.64 TOTAL CHECK 1,310.74
44887 1001 07/02/25 14243 FOWLER ACE HARDWARE 5100 SUPPLIES-PD 10.89 44888 14245 FOWLER ACE HARDWARE VOID: MULTI STUB CHECK
44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 4.35 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 24.11 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 77.67 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 44.29 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 30.47 7 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/02/2025 CITY OF FOWLER VENCHK11
TIME: 18:46:17 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 7.39 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 18.95 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 25.24 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 19.59 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 39.21 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 7.17 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 69.49 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 3.47 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 6.09 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 15.24 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 31.58 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 24.15 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 10.89 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 13.07 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 10.45 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 28.32 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 20.68 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 31.57 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 10.65 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 5.45 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 5.41 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 28.31 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 68.62 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST -42.19 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 31.14 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 60.19 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 51.48 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 171.33 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 9.80 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 56.91 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 58.37 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 48.55 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 33.39 44889 1001 07/02/25 14245 FOWLER ACE HARDWARE 5121 SUPPLIES-ST 51.37 TOTAL CHECK 1,212.22
44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 27.87 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 26.11 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 10.00 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 10.89 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 104.76 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 26.11 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 10.89 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 28.97 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 8.70 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 17.64 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 5.44 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 26.11 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 10.45 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 13.03 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 114.40 44890 1001 07/02/25 14247 FOWLER ACE HARDWARE 5121 SUPPLIES-WTR 2.60 TOTAL CHECK 443.97
44891 14249 FOWLER ACE HARDWARE VOID: MULTI STUB CHECK
8 Section 7, Item 7A
SUPERION PAGE NUMBER: 3
DATE: 07/02/2025 CITY OF FOWLER VENCHK11
TIME: 18:46:17 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 17.19 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 5.65 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 17.43 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 113.31 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 15.25 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 5.44 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 37.03 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 27.87 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 32.99 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 29.41 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 18.23 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 19.61 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 18.52 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 7.62 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 54.01 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 40.30 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 37.04 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 59.92 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 14.16 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 4.35 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 6.09 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 66.45 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 19.61 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 17.96 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 25.05 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 45.74 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 42.64 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 54.48 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 22.86 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 32.68 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 52.29 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 32.99 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 49.03 44892 1001 07/02/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES-PARKS 111.77 TOTAL CHECK 1,154.97
44893 1001 07/02/25 14252 FOWLER ACE HARDWARE 5121 SUPPLIES-SN CTR 23.92 44893 1001 07/02/25 14252 FOWLER ACE HARDWARE 5121 SUPPLIES-SN CTR 86.85 TOTAL CHECK 110.77
44894 1001 07/02/25 10114 FOWLER BUTANE SERVICES 5200 PROPANE FORKLIFT-ST 10.03 44895 1001 07/02/25 14575 JPRC PLUMBING INC 5206 WELL 7 A/C CONDENSAT 240.00 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 372.46 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 1,201.63 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 2041 HEALTH BENEFIT JUN25 1,305.00 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 1,084.95 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 953.31 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 953.33 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 744.94 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 12,522.84 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 6,753.25 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 1,698.26 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 3,320.27 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 2,194.87 9 Section 7, Item 7A
SUPERION PAGE NUMBER: 4
DATE: 07/02/2025 CITY OF FOWLER VENCHK11
TIME: 18:46:17 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44896 1001 07/02/25 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT JUN25 2,384.45 TOTAL CHECK 35,489.56
44897 1001 07/02/25 14269 LOUIE'S PORTABLE WELDING 5200 REPAIR-ST 255.00 44898 1001 07/02/25 10779 NAPA AUTO PARTS 5206 WELL #6 17.76 44898 1001 07/02/25 10779 NAPA AUTO PARTS 5130 TOOLS-WTR 60.84 TOTAL CHECK 78.60
44899 1001 07/02/25 10215 NELSON'S ACE HARDWARE 5195 PAINT STEET SUPPLIES 32.73 44899 1001 07/02/25 10215 NELSON'S ACE HARDWARE 5195 KEY ARM STREET SUP 19.51 44899 1001 07/02/25 10215 NELSON'S ACE HARDWARE 5195 HEX KEY 5/8 STREET SU 6.06 TOTAL CHECK 58.30
44900 1001 07/02/25 14545 NTM PRODUCTIONS 5110 NEW MIC & REC COUCHM 1,420.45 44901 1001 07/02/25 10237 P G & E - SACRAMENTO 5170 630 W FRESNO 6/21/25 1,275.06 44901 1001 07/02/25 10237 P G & E - SACRAMENTO 5170 122 S 5TH A 6/23/25 74.02 44901 1001 07/02/25 10237 P G & E - SACRAMENTO 5170 3079 MANN 6/20/25 219.71 44901 1001 07/02/25 10237 P G & E - SACRAMENTO 5170 220 E MAIN 6/23/25 49.95 44901 1001 07/02/25 10237 P G & E - SACRAMENTO 5170 429 E MERCED 6/22/25 7.89 44901 1001 07/02/25 10237 P G & E - SACRAMENTO 5170 679 KAND 6/21/25 LNDS 135.67 44901 1001 07/02/25 10237 P G & E - SACRAMENTO 5170 LANDSCAPE 6/21/25 252.54 44901 1001 07/02/25 10237 P G & E - SACRAMENTO 5170 MANN&GLDST 6/24/25 38.23 TOTAL CHECK 2,053.07
44902 13655 PROVOST & PRITCHARD VOID: MULTI STUB CHECK
44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5710 WELL #9 1,581.30 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5520 GEN PLAN ECON DEV 2,683.50 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 TM 22-47 1,323.62 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 TM 24-31 5,615.60 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 SPR 24-39 3,270.24 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 COF ZONING CLEAR 400.50 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 CUP 25-06 1,434.11 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 TM 25-03 2,676.00 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 ZONING CLEAR 25-01 626.50 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 VAC ROW 24-33 432.22 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 ONCALL PLAN 05/25 23,262.50 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 CUP 25-04 10,129.28 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 TM 25-19 5,654.70 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 SPR 25-16 549.50 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 TM 25-18 3,158.20 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5510 ENG TRACT 6274 373.70 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5710 4TH & 5TH OVERLAY 2,928.00 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5710 WELL #9 PM 1,078.00 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 ENG FM TRACT 6405 665.00 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5510 ENG SOUTH AVE 295.00 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5510 ENG CON MARSH EST II 1,517.02 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5510 ENG BP23-0343 393.92 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5510 ENG BP23-0137 153.20 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5710 FIRE STATION CM 8,382.59 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5510 ONCALL ENG 05/25 17,429.27 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5510 ENCROACHMENT PRMT 3,028.31 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 RECHARGE PIPELINE 4,411.00 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5220 CDBG GRANT PANZAK 6,734.70 10 Section 7, Item 7A
SUPERION PAGE NUMBER: 5
DATE: 07/02/2025 CITY OF FOWLER VENCHK11
TIME: 18:46:17 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44903 1001 07/02/25 13655 PROVOST & PRITCHARD 5710 WELL#9 BIRD NESTING 85.40 TOTAL CHECK 110,272.88
44904 1001 07/02/25 10251 R & R AUTO REPAIR SHOP 5205 FLEET STREETS 62.50 44905 1001 07/02/25 10518 SIGNMAX! 5195 SUPPLIES-ST 32.51 44905 1001 07/02/25 10518 SIGNMAX! 5195 SUPPLIES STREETS 560.43 44905 1001 07/02/25 10518 SIGNMAX! 5195 SUPPLIES-ST 14.31 TOTAL CHECK 607.25
44906 1001 07/02/25 13355 SITE ONE LANDSCAPE SUPPLY 5195 SUPPLIES-PARKS 414.42 44906 1001 07/02/25 13355 SITE ONE LANDSCAPE SUPPLY 5195 SUPPLIES-PARKS 27.02 TOTAL CHECK 441.44
44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 32.48 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 20.11 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 33.53 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 40.22 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 64.28 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 50.27 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 155.51 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 115.60 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 70.47 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 339.08 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 356.59 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 2046 DENTAL BENEFIT 06/25 934.22 44907 1001 07/02/25 13647 SUN LIFE FINANCIAL 5084 DENTAL BENEFIT 06/25 1,010.26 TOTAL CHECK 3,222.62
44908 1001 07/02/25 13543 UNIFIRST CORPORATION 5100 MATS 6/26/25 9.70 44908 1001 07/02/25 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 6/26/25 9.70 44908 1001 07/02/25 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 6/26/25 72.14 44908 1001 07/02/25 13543 UNIFIRST CORPORATION 5185 UNIFORM STREETS 6/19 116.19 44908 1001 07/02/25 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 6/19 116.20 TOTAL CHECK 323.93
44909 1001 07/02/25 10725 VERIZON WIRELESS 5160 CELL PHONE MAY-JUN 417.02 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 295.39 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 5.90 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 14.76 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 11.82 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 9.84 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 9.84 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 19.69 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 17.73 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 2048 VISION BENEFIT JUN 25 156.38 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 98.66 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 104.74 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 45.69 44910 1001 07/02/25 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT JUN 25 35.44 TOTAL CHECK 825.88
44911 1001 07/02/25 14259 VISUAL EDGE IT INC DBA IM 5180 PRINTER CM 745.39 TOTAL FUND 219,787.11
11 Section 7, Item 7A
SUPERION PAGE NUMBER: 6
DATE: 07/02/2025 CITY OF FOWLER VENCHK11
TIME: 18:46:17 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 12 Section 7, Item 7A
SUPERION PAGE NUMBER: 7
DATE: 07/02/2025 CITY OF FOWLER VENCHK11
TIME: 18:46:17 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 212 - ARPA FUNDING

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44912 1001 07/02/25 13655 PROVOST & PRITCHARD 5710 WATER TOWER REHAB 77.00 TOTAL FUND 77.00
13 Section 7, Item 7A
SUPERION PAGE NUMBER: 8
DATE: 07/02/2025 CITY OF FOWLER VENCHK11
TIME: 18:46:17 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 255 - STATE GRANT AB178

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44913 1001 07/02/25 14634 DEWBERRY ARCHITECTS INC. 5710 PD/SN CTR MAY25 8,787.00 44914 1001 07/02/25 15149 KATCH GENERAL 5710 NEW BUILD 368,953.00 44915 1001 07/02/25 13655 PROVOST & PRITCHARD 5710 ENG PD HQ CONST ADM 2,184.60 44916 1001 07/02/25 15029 VANIR CONSTRUCTION MANAGE 5710 PHASE 100 PD SC 41,577.49 TOTAL FUND 421,502.09
14 Section 7, Item 7A
SUPERION PAGE NUMBER: 9
DATE: 07/02/2025 CITY OF FOWLER VENCHK11
TIME: 18:46:17 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 503 - TCP FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44917 1001 07/02/25 13655 PROVOST & PRITCHARD 5710 TCPWELL7PM 05/25 3,316.40 44917 1001 07/02/25 13655 PROVOST & PRITCHARD 5710 TCPWELL#7CM 05/25 11,404.72 TOTAL CHECK 14,721.12
TOTAL FUND 14,721.12
TOTAL REPORT 656,087.32
15 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/03/2025 CITY OF FOWLER VENCHK11
TIME: 14:04:57 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44918 1001 07/03/25 15106 LANDES DUNG 5110 BAND 7/5/25-REC 1,500.00 44919 1001 07/03/25 14144 TREVINO, ANDREW 5110 SOUND ENGINEER 5 JULY 5,800.00 TOTAL FUND 7,300.00
TOTAL REPORT 7,300.00
16 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/09/2025 CITY OF FOWLER VENCHK11
TIME: 13:34:09 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44920 1001 07/09/25 14992 ALTA LANGUAGE SERVICES, I 5110 LANGUAGE TEST MARES 58.00 44921 1001 07/09/25 14519 AMAZON CAPITAL SERVICES 5110 SUPPLIES ADMIN 11.98 44921 1001 07/09/25 14519 AMAZON CAPITAL SERVICES 5110 SUPPLIES CC 22.86 44921 1001 07/09/25 14519 AMAZON CAPITAL SERVICES 5110 SUPPLIES 142.10 TOTAL CHECK 176.94
44922 1001 07/09/25 13635 BARNES WELDING SUPPLY 5200 SUPPLIES - WATER 32.40 44923 1001 07/09/25 15168 BETTER ENTERPRISES, INC. 5715 FIRE STATION REMODEL 54,380.10 44924 1001 07/09/25 10024 BSK ASSOCIATES 5220 WATER TEST 6/20/25 706.75 44925 1001 07/09/25 10025 BUFORD OIL COMPANY 5210 GAS 823.94 44926 1001 07/09/25 11291 THE BUSINESS JOURNAL 5150 FAC MAINT DIST 1 420.00 44926 1001 07/09/25 11291 THE BUSINESS JOURNAL 5150 PHN ORD2025-03 ADOPT 175.00 TOTAL CHECK 595.00
44927 1001 07/09/25 11792 CA BUILDING STANDARDS COM 5272 CA BSASRF APR-JUN 25 719.09 44928 1001 07/09/25 12300 COOKS COMMUNICATIONS 5220 #25 CONTROL PAD 574.56 44929 1001 07/09/25 14702 DAVE'S AUTO SERVICE 5220 CAMRY OIL CHANGE 95.68 44929 1001 07/09/25 14702 DAVE'S AUTO SERVICE 5220 DURANGO OIL CHANGE 123.11 44929 1001 07/09/25 14702 DAVE'S AUTO SERVICE 5220 FORD COOLANT LEAK 120.00 44929 1001 07/09/25 14702 DAVE'S AUTO SERVICE 5220 FORD #80 MULTI-ISSUES 751.04 44929 1001 07/09/25 14702 DAVE'S AUTO SERVICE 5220 FORD #10 OIL CHANGE 109.48 44929 1001 07/09/25 14702 DAVE'S AUTO SERVICE 5220 #80 AUTO REPAIR 684.95 TOTAL CHECK 1,884.26
44930 1001 07/09/25 10088 DEPARTMENT OF CONSERVATIO 5220 CA SEISMIC APR-JUN 25 2,332.90 44931 1001 07/09/25 10100 ECN POLYGRAPH & INVESTIGA 5220 PRE-EMPLOYMENT (4) 1,000.00 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARK 106.51 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARK 10.82 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.85 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.47 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.50 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.43 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.20 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.38 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.27 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.31 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 1.52 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.64 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.34 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.27 44932 1001 07/09/25 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS FC 2.21 TOTAL CHECK 147.72
44933 1001 07/09/25 10104 FPOA 2045 EMP DED 6/20/2025 275.00 44934 1001 07/09/25 12466 FRESNO EOC 5105 JANUARY MEALS 1,882.58 44934 1001 07/09/25 12466 FRESNO EOC 5105 MARCH MEALS 1,516.90 17 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/09/2025 CITY OF FOWLER VENCHK11
TIME: 13:34:09 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT TOTAL CHECK 3,399.48
44935 1001 07/09/25 13477 HDL SOFTWARE LLC 5220 HDL SERVICES APR-JUN 300.00 44936 1001 07/09/25 13127 HEALTHWISE SERVICES 5220 SHARPS/PHARM 408.10 44937 1001 07/09/25 12524 KENT M KAWAGOE, PH. D. 5110 PRE-EMP PSYCH 350.00 44938 1001 07/09/25 10779 NAPA AUTO PARTS 5206 WELL #6 17.76 44939 1001 07/09/25 14428 NAVIA BENEFIT SOLUTIONS 5220 COBRA JUN 2025 200.00 44940 1001 07/09/25 10237 P G & E - SACRAMENTO 5170 1100 N/O MANN 6/26/25 16.26 44940 1001 07/09/25 10237 P G & E - SACRAMENTO 5170 WELL SITE 7 6/26/25 19,088.30 44940 1001 07/09/25 10237 P G & E - SACRAMENTO 5170 GLD ST/MAN SIG6/26/25 134.45 44940 1001 07/09/25 10237 P G & E - SACRAMENTO 5220 ADAMS & GLDN ST 6/25 131.83 44940 1001 07/09/25 10237 P G & E - SACRAMENTO 5170 300 W MERCED 6/26/25 36.70 44940 1001 07/09/25 10237 P G & E - SACRAMENTO 5170 325 S 5TH 6/30/25 1,110.08 44940 1001 07/09/25 10237 P G & E - SACRAMENTO 5170 MERCED/8TH 6/26/25 63.73 44940 1001 07/09/25 10237 P G & E - SACRAMENTO 5170 700 MERCED#A 6/26/25 764.61 44940 1001 07/09/25 10237 P G & E - SACRAMENTO 5170 WELL SITE 8 6/27/25 10,254.04 TOTAL CHECK 31,600.00
44941 1001 07/09/25 15007 PITNEY BOWES INC 5110 2-RED INK POSTAGE 198.97 44942 1001 07/09/25 10518 SIGNMAX! 5195 SUPPLIES STREETS 32.51 44942 1001 07/09/25 10518 SIGNMAX! 5195 SUPPLIES STREETS 14.31 TOTAL CHECK 46.82
44943 10296 STAPLES CREDIT PLAN VOID: MULTI STUB CHECK
44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5203 SUPPLIES PARKS 44.20 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 OFFICE EQUIPMENT 181.30 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES ADMIN 58.68 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES ADMIN 104.25 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES FINANCE 104.25 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PARKS 104.25 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PD 104.25 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PLANNING 104.25 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES STREETS 104.26 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5225 SUPPLIES BUILDING 182.17 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES ADMIN 177.63 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PD 121.56 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 NOTEPADS PD 33.01 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES ADMIN 11.16 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES FINANCE 20.75 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5225 SUPPLIES BUILDING 68.95 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PD 72.27 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5225 SUPPLIES BUILDING 622.78 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PD 77.80 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PD 45.55 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PD 52.25 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PD 79.10 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PD 80.55 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES ADMIN 164.58 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES - PD 80.82 18 Section 7, Item 7A
SUPERION PAGE NUMBER: 3
DATE: 07/09/2025 CITY OF FOWLER VENCHK11
TIME: 13:34:09 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES ADMIN 133.21 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES ADMIN 73.69 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES FINANCE 8.61 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5203 SUPPLIES PARKS 10.89 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PD 20.00 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PARKS 19.51 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES ADMIN 11.86 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES STREETS 425.00 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES PD 28.19 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5225 SUPPLIES BUILDING 74.31 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5225 SUPPLIES BUILDING 17.44 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5110 SUPPLIES ADMIN 33.67 44944 1001 07/09/25 10296 STAPLES CREDIT PLAN 5100 SUPPLIES ADMIN 13.28 TOTAL CHECK 3,670.28
44945 1001 07/09/25 10085 STATE OF CA DEPARTMENT OF 5310 BLOOD ALCOHOL-7 210.00 44946 1001 07/09/25 13521 UNITY IT 5230 DESKTOPS-STORAGE CU 375.00 44947 1001 07/09/25 10725 VERIZON WIRELESS 5160 PHONES MAY-JUN 25 136.51 44947 1001 07/09/25 10725 VERIZON WIRELESS 5110 WIFI HOTSPOT 80.02 TOTAL CHECK 216.53
TOTAL FUND 104,699.60
19 Section 7, Item 7A
SUPERION PAGE NUMBER: 4
DATE: 07/09/2025 CITY OF FOWLER VENCHK11
TIME: 13:34:09 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 201 - DISTRICT SALES TAX

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44948 1001 07/09/25 10122 FRESNO COUNTY FIRE PROTEC 5715 GRAPHICS 2,657.40 TOTAL FUND 2,657.40
20 Section 7, Item 7A
SUPERION PAGE NUMBER: 5
DATE: 07/09/2025 CITY OF FOWLER VENCHK11
TIME: 13:34:09 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 765 - AB1600 GROUND WTR RCHRG

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44949 1001 07/09/25 10066 CONSOLIDATED IRRIGATION D 5710 SAN ANTONIO BASIN 2,500.00 TOTAL FUND 2,500.00
TOTAL REPORT 109,857.00
21 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/28/2025 CITY OF FOWLER VENCHK11
TIME: 18:44:30 CHECK REGISTER ACCOUNTING PERIOD: 1/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44950 1001 07/09/25 10007 ALERT-O-LITE, INC 5195 SUPPLIES STREETS 265.90 44950 1001 07/09/25 10007 ALERT-O-LITE, INC 5195 SUPPLIES WATER 21.65 TOTAL CHECK 287.55
44951 1001 07/09/25 15248 ALPHA MUHAMMAD 5110 EVIDENCE MON 250371 200.00 44951 1001 07/09/25 15248 ALPHA MUHAMMAD 5110 EVIDENCE MON 250371 1,689.00 TOTAL CHECK 1,889.00
44952 1001 07/09/25 14519 AMAZON CAPITAL SERVICES 5110 SUPPLIES WATER 26.92 44952 1001 07/09/25 14519 AMAZON CAPITAL SERVICES 5110 SUPPLIES WATER 237.56 TOTAL CHECK 264.48
44953 1001 07/09/25 10026 BCT CONSULTING 5230 NETWORK JULY 2025 2,916.48 44953 1001 07/09/25 10026 BCT CONSULTING 5230 VOIP JULY 2025 1,053.73 44953 1001 07/09/25 10026 BCT CONSULTING 5230 DESKTOP JULY 2025 3,319.00 TOTAL CHECK 7,289.21
44954 1001 07/09/25 11653 CIVICPLUS LLC 5220 MUNICODE ANNUAL 1,463.70 44955 1001 07/09/25 14356 COMCAST 5160 VOICE PD 7/28/25 61.48 44956 1001 07/09/25 13929 FIREWORKS & STAGE FX AMER 5110 FIREWORK SHOW 2025 13,746.00 44957 1001 07/09/25 10854 FRESNO CITY COLLEGE 5300 BASIC ACADEMY 928.00 44958 1001 07/09/25 14749 HOFFMAN SECURITY 5160 MONHTLY SERVICE 7/25 454.00 44958 1001 07/09/25 14749 HOFFMAN SECURITY 5160 ACCESS SENIOR CTR 55.00 44958 1001 07/09/25 14749 HOFFMAN SECURITY 5160 SEC SER JULY 2025 275.00 44958 1001 07/09/25 14749 HOFFMAN SECURITY 5220 MONTH SERVICE 7/25 38.00 TOTAL CHECK 822.00
44959 1001 07/09/25 15061 JB ELECTRIC 5710 WELL #7 15,693.12 44959 1001 07/09/25 15061 JB ELECTRIC 5710 WELL #8 15,693.12 44959 1001 07/09/25 15061 JB ELECTRIC 5710 WELL #7 2,000.00 44959 1001 07/09/25 15061 JB ELECTRIC 5710 WELL #8 2,000.00 TOTAL CHECK 35,386.24
44960 1001 07/09/25 10779 NAPA AUTO PARTS 5130 TOOLS WATER 60.84 44960 1001 07/09/25 10779 NAPA AUTO PARTS 5205 FLEET WATER 20.26 TOTAL CHECK 81.10
44961 1001 07/09/25 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES WATER 71.52 44961 1001 07/09/25 10215 NELSON'S ACE HARDWARE 5206 WELL MAINTENANCE 137.62 TOTAL CHECK 209.14
44962 1001 07/09/25 10518 SIGNMAX! 5195 SUPPLIES STREET 39.96 44962 1001 07/09/25 10518 SIGNMAX! 5195 SUPPLIES STREET 175.87 TOTAL CHECK 215.83
44963 1001 07/09/25 13543 UNIFIRST CORPORATION 5185 JANIT SR CT 7/3/2025 82.40 44963 1001 07/09/25 13543 UNIFIRST CORPORATION 5100 MATS 7/3/2025 9.70 44963 1001 07/09/25 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 7/3/2025 81.36 44963 1001 07/09/25 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 7/3/2025 9.70 44963 1001 07/09/25 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 7/3/25 137.36 44963 1001 07/09/25 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 7/3/202 137.37 TOTAL CHECK 457.89
22 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/28/2025 CITY OF FOWLER VENCHK11
TIME: 18:44:30 CHECK REGISTER ACCOUNTING PERIOD: 1/26
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44964 1001 07/09/25 14259 VISUAL EDGE IT INC DBA IM 5180 COPY SRV THRU 9/2025 75.81 TOTAL FUND 63,177.43
23 Section 7, Item 7A
SUPERION PAGE NUMBER: 3
DATE: 07/28/2025 CITY OF FOWLER VENCHK11
TIME: 18:44:30 CHECK REGISTER ACCOUNTING PERIOD: 1/26
FUND - 255 - STATE GRANT AB178

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44965 1001 07/09/25 14414 FOWLER BAPTIST CHURCH 5710 SR CTR RENT JULY 25 1,500.00 TOTAL FUND 1,500.00
TOTAL REPORT 64,677.43
24 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/16/2025 CITY OF FOWLER VENCHK11
TIME: 18:20:22 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44966 1001 07/16/25 14519 AMAZON CAPITAL SERVICES 5206 SUPPLIES WELL 58.59 44966 1001 07/16/25 14519 AMAZON CAPITAL SERVICES 5110 SUPPLIES WATER 69.46 TOTAL CHECK 128.05
44967 1001 07/16/25 14867 ASHLEY PANELLA 5110 PANCAKES W/PETS 600.00 44967 1001 07/16/25 14867 ASHLEY PANELLA 5110 JUNE 25-GROUP PAINT 150.00 44967 1001 07/16/25 14867 ASHLEY PANELLA 5110 MAY 25-GROUP PAINT 150.00 TOTAL CHECK 900.00
44968 1001 07/16/25 10026 BCT CONSULTING 5230 LAPTOP CHARGER 36.53 44969 1001 07/16/25 12654 COMCAST 5160 PD CIRCUIT FCSO 736.13 44970 1001 07/16/25 14238 INFOSEND, INC 5621 UB JUNE 2025 2,259.72 44970 1001 07/16/25 14238 INFOSEND, INC 5621 UB MAINTENANCE 586.77 TOTAL CHECK 2,846.49
44971 1001 07/16/25 15249 LONGYEAR, LAVRA & CAHILL, 5220 REVIEW RFP ATTORNEY 840.00 44972 1001 07/16/25 12717 M&M SCREEN PRINTING 5110 JR AMBASSADOR SHIRT 403.23 44973 1001 07/16/25 10779 NAPA AUTO PARTS 5205 FLEET PARKS 86.76 44973 1001 07/16/25 10779 NAPA AUTO PARTS 5206 WELL #6 172.97 TOTAL CHECK 259.73
44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 100 HP PUMP 8,519.60 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 128 S 5TH CH 29.43 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 128 S 5TH CH GAS 13.87 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 1291 W SOUTH-LIGHTS 10.52 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 212 E MERCED ST LIGHT 126.08 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 2831 E MAIN TRAFFIC 109.44 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 4218 GLDN TRAFFIC 55.17 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 500 E MERCED BAND 377.09 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 500 E MERCED RETRO 941.28 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 5TH/FRESNO EC GAR 1,168.15 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 5TH/FRESNO GAS CHRG 15.72 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 5TH/FRESNO LP GAS 9.15 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 7TH/TULARE LIGHTS 26.28 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 95 E ADAMS WA SUP 5,537.58 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 9TH/MERCED WA SYS 69.54 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 ADAMS/5TH WELL#2 4,132.72 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 CITY WATER WELL 3,556.33 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 GLDN ST TRAFFIC LIGHT 113.65 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 MAIN/5TH OFFICE 26.29 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 MERCED/6TH ALLEY 10.52 44974 1001 07/16/25 10237 P G & E - SACRAMENTO 5170 MERCED/7TH LIGHTS 10.52 TOTAL CHECK 24,858.93
44975 1001 07/16/25 10085 STATE OF CA DEPARTMENT OF 5110 CHILD ABUSE INDEX-6 90.00 44975 1001 07/16/25 10085 STATE OF CA DEPARTMENT OF 5110 FINGERPRINTS-7 224.00 44975 1001 07/16/25 10085 STATE OF CA DEPARTMENT OF 5110 PEACE OFFICER-6 114.00 44975 1001 07/16/25 10085 STATE OF CA DEPARTMENT OF 5310 BLOOD ALCOHOL-1 35.00 TOTAL CHECK 463.00
44976 1001 07/16/25 12791 THE MOWERS EDGE 5205 FLEET MAINT STREET 465.70 25 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/16/2025 CITY OF FOWLER VENCHK11
TIME: 18:20:22 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44977 1001 07/16/25 10001 WASTE MANAGEMENT CA 5160 GARBAGE SR CTR 747.18 TOTAL FUND 32,684.97
26 Section 7, Item 7A
SUPERION PAGE NUMBER: 3
DATE: 07/16/2025 CITY OF FOWLER VENCHK11
TIME: 18:20:22 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 201 - DISTRICT SALES TAX

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44978 1001 07/16/25 10122 FRESNO COUNTY FIRE PROTEC 5715 MOBILE GRAPHICS 913.28 TOTAL FUND 913.28
27 Section 7, Item 7A
SUPERION PAGE NUMBER: 4
DATE: 07/16/2025 CITY OF FOWLER VENCHK11
TIME: 18:20:22 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 503 - TCP FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44979 1001 07/16/25 15214 HPS MECHANICAL, INC. 5710 TCP WELL 7 387,275.10 TOTAL FUND 387,275.10
TOTAL REPORT 420,873.35
28 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/16/2025 CITY OF FOWLER VENCHK11
TIME: 19:44:42 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44980 1001 07/16/25 10007 ALERT-O-LITE, INC 5130 PPE WATER 210.18 44980 1001 07/16/25 10007 ALERT-O-LITE, INC 5195 SUPPLIES STREETS 140.84 44980 1001 07/16/25 10007 ALERT-O-LITE, INC 5130 PPE WATER 95.24 TOTAL CHECK 446.26
44981 1001 07/16/25 14867 ASHLEY PANELLA 5110 JULY 25 GROUP PAINT 150.00 44982 1001 07/16/25 10549 AT&T MOBILITY 5160 AT&T INTERSTATE 3,388.88 44983 1001 07/16/25 14429 CORE & MAIN 5202 SUPPLIES WATER 101.57 44984 1001 07/16/25 11866 COUNTY OF FRESNO 5220 FY26 LAFCO 3,500.09 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 1,661.56 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 2,492.34 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 3,323.12 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 3,323.12 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 3,323.12 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 4,153.90 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 4,984.68 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 5,815.46 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 6,646.24 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 17,446.38 44985 1001 07/16/25 10074 CSJVRMA 5087 FY26 1ST QTR DEPOSITS 29,908.08 44985 1001 07/16/25 10074 CSJVRMA 5240 FY26 1ST QTR DEPOSITS 46,684.72 44985 1001 07/16/25 10074 CSJVRMA 5240 FY26 1ST QTR DEPOSITS 90,623.28 TOTAL CHECK 220,386.00
44986 1001 07/16/25 12758 FAMILY HEALING CENTER 5220 FAMILY HEAL SERVICES 500.00 44987 1001 07/16/25 14749 HOFFMAN SECURITY 5220 MONIT SVC JUN 25 89.95 44988 1001 07/16/25 15061 JB ELECTRIC 5206 WELL #6 884.59 44989 1001 07/16/25 10416 LAW & ASSOCIATES INVESTIG 5220 BACKGROUND CK MF 1,000.00 44990 1001 07/16/25 10779 NAPA AUTO PARTS 5120 TOOLS WATER 109.55 44991 1001 07/16/25 10215 NELSON'S ACE HARDWARE 5202 SUPPLIES WATER 77.99 44991 1001 07/16/25 10215 NELSON'S ACE HARDWARE 5202 SUPPLIES WATER 96.02 TOTAL CHECK 174.01
44992 1001 07/16/25 11071 PAPE MACHINERY ACCT 4437 5205 FLEET PUBLIC WORKS 145.78 44993 1001 07/16/25 14906 PLANETBIDS INC 5230 FY 26 SUBSCRIPTION 6,972.33 44994 1001 07/16/25 15233 PRIMO BRANDS 5121 WATER SERVICE 128.86 44994 1001 07/16/25 15233 PRIMO BRANDS 5121 WATER SERVICE 128.86 44994 1001 07/16/25 15233 PRIMO BRANDS 5121 WATER SERVICE 128.86 TOTAL CHECK 386.58
44995 1001 07/16/25 11179 R G EQUIPMENT 5715 HONDA EDGER 650.09 44995 1001 07/16/25 11179 R G EQUIPMENT 5203 HONDA EDGER 650.10 TOTAL CHECK 1,300.19
44996 1001 07/16/25 10518 SIGNMAX! 5195 SUPPLIES STREETS 89.72 29 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/16/2025 CITY OF FOWLER VENCHK11
TIME: 19:44:42 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44997 1001 07/16/25 13137 TOWNSEND PUBLIC AFFAIRS 5220 CONSULTING SERVICES 4,000.00 TOTAL FUND 243,625.50
TOTAL REPORT 243,625.50
30 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/17/2025 CITY OF FOWLER VENCHK11
TIME: 11:46:26 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 44998 1001 07/17/25 10283 SKF SANITATION DIST 5220 MISC REPAIRS-UNWIRED 34,733.05 44999 1001 07/17/25 10296 STAPLES CREDIT PLAN 5100 SUPPLIES FINANCE 18.90 TOTAL FUND 34,751.95
31 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/17/2025 CITY OF FOWLER VENCHK11
TIME: 11:46:26 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 503 - TCP FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 45000 1001 07/17/25 10024 BSK ASSOCIATES 5220 TCP WATER TESTING 5,242.25 TOTAL FUND 5,242.25
TOTAL REPORT 39,994.20
32 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/22/2025 CITY OF FOWLER VENCHK11
TIME: 16:31:50 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 45001 1001 07/22/25 14813 24/7 PET VET 5220 ANIMAL CARE 228.00 45002 1001 07/22/25 11689 A & C TIRE SERVICE 5205 BACKHOE STREETS 37.00 45003 1001 07/22/25 15013 ADVANCED PEST WIPEOUT 5185 PEST CONTROL 7/25 95.00 45003 1001 07/22/25 15013 ADVANCED PEST WIPEOUT 5185 PEST CONTROL 7/25 90.00 TOTAL CHECK 185.00
45004 1001 07/22/25 12489 BATTERY SYSTEMS INC 5205 FLEET WATER BATTERY 186.94 45005 1001 07/22/25 10024 BSK ASSOCIATES 5220 WATER TEST 7-21-25 208.45 45006 1001 07/22/25 14429 CORE & MAIN 5121 SUPPLIES WATER 898.72 45007 1001 07/22/25 10069 COUNCIL OF FRESNO COUNTY 5250 MEMBER DUES FY 25-26 296.00 45008 1001 07/22/25 15178 FASTPASS TRAILERS 5720 G-254056 FLEET EV GRT 11,513.41 45008 1001 07/22/25 15178 FASTPASS TRAILERS 5720 G-254055 EV FLEET GRT 10,423.66 TOTAL CHECK 21,937.07
45009 1001 07/22/25 11760 FRESNO COUNTY SHERIFFS OF 5271 DISPATCH SRVC 7/25 10,976.83 45010 1001 07/22/25 14575 JPRC PLUMBING INC 5203 PARK MAINTENANCE 950.00 45010 1001 07/22/25 14575 JPRC PLUMBING INC 5185 CITY HALL MAINTENANCE 320.00 TOTAL CHECK 1,270.00
45011 1001 07/22/25 10215 NELSON'S ACE HARDWARE 5202 SUPPLIES WATER 97.62 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 ADAMS/TEMP 7/15/25 218.18 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 WALTER/FRES 7/15/25 15.94 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 TRAC 5834 7/15/25 66.24 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 SOUTH&SUNNY 7/15/25 228.70 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 128 S 5TH 7/15/25 812.04 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 8TH/VINE 7/15/25 17.43 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 ADAMS/DEEAN 7/15/25 21.49 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 CLAYTON/ARMSST 7/15 272.76 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 GLDST/VLY DR 7/15/25 216.64 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LS1-A HWY LT 7/15/25 20.94 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LS1-E HWY LT 7/15/25 13.03 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LS1-F HWY LT 7/15/25 48.83 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LS1-F HWY LT 7/15/25 11.40 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LS1-F HWY LT 7/15/25 416.27 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LS1-X HWY 7/15/25 342.64 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 7/15/25 1,601.55 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 7/15/25 45.86 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 7/15/25 1,036.45 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 7/15/25 68.12 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 LSI-E HWY LT 7/15/25 1,124.90 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 SUM&MOGNOLA 7/15/25 6.56 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 SUM/HW99 7/15/25 13.10 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 T5088 7/15/25 148.62 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 TEMP/PARL 7/15/25 45.86 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 TR5041 7/15/25 119.61 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 TR5090 7/15/25 31.47 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 TSFR 3LTS 7/15/25 14.02 45012 1001 07/22/25 10237 P G & E - SACRAMENTO 5170 TRACT 5212 7/15/25 139.26 33 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/22/2025 CITY OF FOWLER VENCHK11
TIME: 16:31:50 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT TOTAL CHECK 7,117.91
45013 1001 07/22/25 12384 PITNEY BOWES GLOBAL FINAN 5180 LEASE THRU 8/27/25 340.98 45014 1001 07/22/25 14440 SECRETARY OF STATE 5110 NOTARY EXAM FEE 40.00 45015 1001 07/22/25 10518 SIGNMAX! 5195 SUPPLIES WATER 59.70 45016 1001 07/22/25 13355 SITE ONE LANDSCAPE SUPPLY 5195 SUPPLIES PARK 932.10 45016 1001 07/22/25 13355 SITE ONE LANDSCAPE SUPPLY 5195 SUPPLIES WATER 446.03 45016 1001 07/22/25 13355 SITE ONE LANDSCAPE SUPPLY 5195 SUPPLIES WATER 16.25 TOTAL CHECK 1,394.38
45017 1001 07/22/25 14457 SPECTRA ASSOCIATES, INC. 5100 SUPPLIES OFFICE 117.50 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 1,010.26 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 2046 DENTAL AUG 25 1,049.64 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 355.93 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 356.59 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 32.48 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 33.52 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 47.01 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 40.22 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 20.11 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 155.51 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 124.61 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 70.47 45018 1001 07/22/25 13647 SUN LIFE FINANCIAL 5084 DENTAL AUG 25 115.60 TOTAL CHECK 3,411.95
45019 1001 07/22/25 10763 SUNBELT RENTALS 5182 TRACK SKIDSTEER 1,724.18 45020 1001 07/22/25 10327 UNDERGROUND SERVICE ALERT 5176 MEMBER FEES 2025 886.86 45021 1001 07/22/25 14259 VISUAL EDGE IT INC DBA IM 5180 COPY SRVC 7/22/2025 1,113.57 TOTAL FUND 52,528.66
TOTAL REPORT 52,528.66
34 Section 7, Item 7A
SUPERION PAGE NUMBER: 1
DATE: 07/23/2025 CITY OF FOWLER VENCHK11
TIME: 16:25:56 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 100 - GENERAL FUND

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 45022 1001 07/23/25 11689 A & C TIRE SERVICE 5110 TIRE SERVICE PD 283.74 45023 1001 07/23/25 14905 CREEK MANUFACTURING LLC 5130 SHIRTS PARKS 130.55 45023 1001 07/23/25 14905 CREEK MANUFACTURING LLC 5130 SHIRTS STREETS 130.54 45023 1001 07/23/25 14905 CREEK MANUFACTURING LLC 5130 SHRIS WATER 130.55 TOTAL CHECK 391.64
45024 1001 07/23/25 14512 CSG CONSULTANTS 5225 CREDIT -131.00 45024 1001 07/23/25 14512 CSG CONSULTANTS 5225 CREDIT -393.00 45024 1001 07/23/25 14512 CSG CONSULTANTS 5225 PLAN CHECK JUN25 1,637.50 TOTAL CHECK 1,113.50
45025 1001 07/23/25 14433 PRICE PAIGE & COMPANY CPA 5220 AUDIT SERVICES 770.00 45026 1001 07/23/25 10288 SMART & FINAL 5104 SENIOR SUPPLIES 264.54 45026 1001 07/23/25 10288 SMART & FINAL 5104 SENIOR SUPPLIES 225.36 45026 1001 07/23/25 10288 SMART & FINAL 5104 SENIOR SUPPLIES 159.99 45026 1001 07/23/25 10288 SMART & FINAL 5104 SENIOR SUPPLIES 138.46 45026 1001 07/23/25 10288 SMART & FINAL 5104 SENIOR SUPPLIES 236.13 TOTAL CHECK 1,024.48
45027 1001 07/23/25 13647 SUN LIFE FINANCIAL 5084 DENTAL ADJ MAY25 67.03 45027 1001 07/23/25 13647 SUN LIFE FINANCIAL 5084 DENTAL ADJ MAY25 67.03 45027 1001 07/23/25 13647 SUN LIFE FINANCIAL 5084 DENTAL ADJ MAY25 120.42 45027 1001 07/23/25 13647 SUN LIFE FINANCIAL 5084 DENTAL ADJ MAY25 120.42 45027 1001 07/23/25 13647 SUN LIFE FINANCIAL 5084 DENTAL ADJ MAY25 124.06 TOTAL CHECK 498.96
45028 1001 07/23/25 15029 VANIR CONSTRUCTION MANAGE 5710 WELL #9 CM 9,084.98 45029 1001 07/23/25 14259 VISUAL EDGE IT INC DBA IM 5180 STAPLES REFILL 144.92 45029 1001 07/23/25 14259 VISUAL EDGE IT INC DBA IM 5180 PLANNING/BLD COPY 799.97 45029 1001 07/23/25 14259 VISUAL EDGE IT INC DBA IM 5180 PLANNING/BLD COPY 1,078.29 TOTAL CHECK 2,023.18
45030 1001 07/23/25 14830 WILLDAN GROUP INC 5225 INSPECTIONS JUN 25 2,945.00 TOTAL FUND 18,135.48
35 Section 7, Item 7A
SUPERION PAGE NUMBER: 2
DATE: 07/23/2025 CITY OF FOWLER VENCHK11
TIME: 16:25:56 CHECK REGISTER ACCOUNTING PERIOD: 12/25
FUND - 255 - STATE GRANT AB178

CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 45031 1001 07/23/25 15029 VANIR CONSTRUCTION MANAGE 5710 PD SC SRVC & LABOR 41,131.00 TOTAL FUND 41,131.00
TOTAL REPORT 59,266.48
36 Section 7, Item 7A

SPECIAL CITY COUNCIL MEETING
MONDAY, JUNE 23, 2025 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625

MINUTES

1. MEETING CALLED TO ORDER
Mayor Mejia called special meeting to order at 6:00 p.m.

2. ROLL CALL

PRESENT
Juan Mejia
Amarjeet Gill
Leonard Hammer
Karnig Kazarian (arrived at 6:04 p.m.)
Daniel Parra (via teleconference)
City Staff Present: City Manager Reid, City Attorney Cross, Finance Director & Treasurer Banda, and City Clerk Vasquez.

3. GENERAL ADMINISTRATION
Finance
A APPROVE Resolution No. 2790 Continuing Expenditures and Revenues in accordance with the 2024-2025 Budget in Lieu of timely 2025-2026 Budget Adoption Motion made by Gill, Seconded by Hammer.

Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra
City Manager
B PROVIDE STAFF DIRECTION on Fresno County Fire Protection District response to insurance inquires letter
Council directed staff to proceed with the letter as written.

4. ADJOURN
Having no further business, the meeting adjourned at 6:12 p.m. 37 Section 7, Item 7B

CITY COUNCIL MEETING
TUESDAY, JULY 01, 2025 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 (via teleconference)
Daniel Parra
City Staff Present: City Manager Reid, City Attorney Cross, Finance Director Banda, City Planner Czeshinski, Recreation Supervisor Hernandez, Deputy Project Engineer Hamilton, City Planner Marple, Public Works Director Rocha, City Clerk Vasquez Councilmember Kazarian stepped away from the meeting at 6:04 p.m.

6. PUBLIC COMMENT
One member of the public spoke.

7. CONSENT CALENDAR
Motion made by Gill, Seconded by Parra.

Voting Yea: Mejia, Gill, Hammer, Parra
A. RATIFY Pay Warrants for July 1, 2025
B. APPROVE Minutes of the June 17, 2025 City Council Meeting C. Actions pertaining to professional services agreements with Provost & Pritchard Consulting Group
i. APPROVE a Fifth Amendment to the on-call engineering services agreement setting rates for fiscal year 2025-26
ii. APPROVE a Third Amendment to the on-call planning services agreement setting rates for fiscal year 2025-26
38 Section 7, Item 7C

9. GENERAL ADMINISTRATION
Councilmember Kazarian re-joined the meeting at 6:14 p.m.

Finance
A. Actions pertaining to the Fiscal Year 2025/26 (FY26) Budget:
i. APPROVE Resolution No. 2791 to adopt the FY26 Budget ii. APPROVE Resolution No. 2792 to establish the appropriations limit for FY26 iii. APPROVE Position Authorization Resolution No. 2793 iv. APPROVE Resolution No. 2794 to adopt the Salary Schedule Motion made by Parra, Seconded by Hammer.

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

Councilmember Kazarian left the meeting at 6:45 p.m.

Planning
B. DIRECT staff to return to Planning Commission with the “Alternative C” land use amendments for General Plan Amendment No. 25-11 (Economic Development Focus Area)
Motion made by Parra, Seconded by Gill.

Voting Yea: Mejia, Gill, Hammer, Parra
Public Works
C. RECEIVE AND FILE the Informational Report on ARPA Expenditures Related to the Water Tower Rehabilitation Project
D. ADOPT Resolution No. 2795 to approve revised Street Improvement Standards Motion made by Gill, Seconded by Hammer.

Voting Yea: Mejia, Gill, Hammer, Parra
E. APPROVE Resolution No. 2796, Confirming the Diagram and Assessment of the 2025-26 Annual Levy for Landscaping and Storm Drainage Facilities Maintenance District No. 1
Motion made by Gill, Seconded by Parra.

Voting Yea: Mejia, Gill, Hammer, Parra
39 Section 7, Item 7C

10. STAFF COMMUNICATIONS
Updates were provided by Public Works Director Rocha, Finance Director Banda, Recreation Supervisor Hernandez, and City Manager Reid.

11. COUNCILMEMBER REPORTS AND COMMENTS
Updates were provided by Mayor Mejia

12. CLOSED SESSION
Government Code Section 54957
Public Employee Appointment/Employment
Title: Community & Economic Development Director
Government Code Section 54957
Public Employee Performance Evaluation
Title: City Manager
The meeting went into closed session at 7:13 p.m.

13. RECONVENE INTO OPEN SESSION AND REPORT ACTION
The meeting reconvened into open session at 7:39 p.m. There was no action taken on either of the two closed session items.

14. ADJOURN
Having no further business, the meeting adjourned at 7:39 p.m. 40 Section 7, Item 7C

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: ERIC M. ROCHA, Public Works & Public Utilities Director SUBJECT: APPROVE the purchase of a 2023 New Holland C345 Compact Track Loader from Garton in the amount of $86,896.70 and authorize the City Manager to execute the purchase agreement

EXECUTIVE SUMMARY
The City of Fowler desires to purchase a new 2023 New Holland C345 Compact Track Loader equipped with a 78" low-profile bucket to support operations in the Public Works and Public Utilities Departments. Staff has obtained a quote and is seeking approval for the purchase, as the City does not currently own a compact track loader.

BACKGROUND
Staff identified Garton of Fresno as a qualified vendor that had the desired New Holland C345 Compact Track Loader in stock and can provide local warranty and repair services. The equipment is available through the Sourcewell Purchasing Cooperative, with contract pricing reflecting a 32% discount off list price, totaling $86,896.70. The compact track loader will significantly enhance the City’s ability to perform road maintenance, storm basin upkeep, Golden State Boulevard clean-up, landscaping, and material handling. It will also support water main and distribution system repairs, as well as general clean-up efforts across the Public Works and Public Utility Departments. With this purchase, staff will no longer need to rent this costly piece of equipment multiple times each year, resulting in long-term cost savings and improved operational efficiency.

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

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

GENERAL PLAN CONSISTENCY
Goal LU-16a
Develop an ongoing improvement program for the downtown which maintains its unique character and provides an opportunity for a variety of services, retail uses, offices, and housing. 41 Section 7, Item 7D
Policy CH-32a
Consider City vehicles and equipment as part of the Capital Improvement Program (CIP) process.

Goal ED-3
Fowler invests in necessary infrastructure, resources, and beautification to ensure the success of economic development strategies.

Policy SAF-14
Maintain the domestic water system in accordance with appliable water quality standards.

Goal PF-1
Fowler provides reliable public facilities, utilities, and community services that meet the needs of the existing community and planned growth.

Goal PF-2
Fowler maintains and manages the orderly and efficient expansion of public facilities, utilities, and community services.

Policy PF-6
Prepare and maintain resources and mechanisms to adequately plan for, develop, and maintain public facilities.

FISCAL IMPACT
The purchase of the new compact track loader will be funded by allocating expenses to the General Fund, Water Fund, and Water Impact fees. The initial purchase cost, along with any associated maintenance and depreciation expenses, will be divided between these funds, ensuring that the financial impact is shared appropriately.

PROCUREMENT PROCESS
The City will utilize the cooperative purchasing framework established through Sourcewell. This approach allows the City to access competitively solicited contracts, ensuring the procurement process adheres to best practices and regulatory standards. By purchasing the equipment outright from Garton, the City will streamline the acquisition process, enabling a swift implementation that enhances the City's ability to maintain clean and safe streets for the community, ultimately fostering improved public health and infrastructure management.

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

Attachments
- Garton Tractor New Holland C345 Quote
42 Section 7, Item 7D
Date: 07/03/2025
Buyer:

CITY OF FOWLER
128 S 5TH STREET
FOWLER CA 93625
Location: FRESNO
Number: Q00679
Expiry Date: 07/23/2025
Salesperson: MICHAEL HURTADO
(559) 485-9090
[email protected]
Responsible: MICHAEL HURTADO
We propose to furnish the equipment described herein in accord with the specification, terms, and conditions outlined.

New 2023 NEW HOLLAND C345 Compact Track Loader 80,200.00 Stock Number: 003885 Serial #: JAF0C345CPM448936
Standard features:

Rubber Tracks, Open ROPS/FOPS or A/C Cab
Hyd Quick Coupler
FTP F5 series 4cyl Turbo Charged Engine
90 Gross HP @ 2500 RPM DOC/SCR Emissions system
Super boom Vertical Lift
Path Loader, ROC@50% 4500LB Tipping load 9000lb
Operating weight 10,610lb, overall Width 76"

24.2 gpm Auxiliary Hydraulics, 39.9 gpm High Flow
Direct To Tank Return Line Two Speed Travel System
Travel Speed (Low / High) 5.5 / 8 mph
Adjustable Vinyl Suspension Seat
2" Retractable Seat Belt and Seat Bar
Electronic Throttle, Fuel Tank 25.5 GAL
****INCLUDES THE FOLLOWING****
Compact Track Loader
761627 EH2-Limited-Air Cab
450 Mm (17.7 Inch)
Block Heater
Hvac Cab
Air Ride Suspension Seat
Cab Side Windows
E-H Cab Lcd Display
2 Speed E-H Controls
Hydraulic Coupler
E-H Controls
Steel Lights
Glass Front Door
Ride Control
High Flow Auxiliary

LAP BAR NEW HOLLAND
Floor Mat E-H Controls
Multifunc No Rd Lgts
High Flow Plus Package
Heavy Duty Rear Door
Self Level-E-H
78" Low Profile Bucket w/bolt on cutting edge
Comments
Sourcewell Pricing:

List price of.........$123,651.00
32% off List .........($39,568.32)
Inbound freight.........$2,007.00
43 Section 7, Item 7D
PDI/Outbound freight ...$1,250.00
.

Sales Price............$87,339.68
Garton IRD.............($6,125.00)
Demo Hours Credit .....($1,014.68)
.......................$82,200.00
Selling Price: 80,200.00
Tax: 6,696.70
Total Selling
Price: 86,896.70
Buyer's
Signature: Date:
44 Section 7, Item 7D

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: ERIC M. ROCHA, Public Works & Public Utilities Director SUBJECT: APPROVE the purchase of a New Cimline M1 150 Gallon Crack Sealer from Haaker Equipment in the amount of $82,255.65 and authorize the City Manager to execute the purchase agreement

EXECUTIVE SUMMARY
This action authorizes the purchase of a Cimline M1 150 Gallon Crack Sealer, a critical piece of equipment for pavement maintenance and street preservation. This acquisition supports Public Works' ability to reduce roadway deterioration, extend pavement life, and minimize long-term repair costs.

BACKGROUND
The Department of Public Works is responsible for maintaining street infrastructure throughout the City of Fowler. Cracks in pavement are a primary cause of roadway degradation, as they allow water to infiltrate the subsurface, leading to potholes, structural failure, and costly repairs.

Currently, the City does not own a dedicated crack sealer. Staff must rely on manual patching methods or contract this work out, both of which are less efficient and more costly over time.

The Cimline M1 150 Gallon Crack Sealer will allow in-house crews to proactively address cracking and perform preventative maintenance, extending roadway lifespans and reducing the frequency of major asphalt repairs.

The unit includes a 150-gallon material tank, 33-gallon diesel fuel capacity, LED flashing arrow board, diesel burner, gravity material draw-off, and other standard safety and operational features. The unit is trailer-mounted and complies with CARB diesel emissions standards.

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

ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act. 45 Section 7, Item 7E

Policy CH-32a
Consider City vehicles and equipment as part of the Capital Improvement Program (CIP) process.

Goal ED-3
Fowler invests in necessary infrastructure, resources, and beautification to ensure the success of economic development strategies.

Policy MOB-20a
Identify economically feasible street and highway improvement and maintenance projects that will improve goods movement.

Goal PF-1
Fowler provides reliable public facilities, utilities, and community services that meet the needs of the existing community and planned growth.

Goal PF-2
Fowler maintains and manages the orderly and efficient expansion of public facilities, utilities, and community services.

Policy PF-6
Prepare and maintain resources and mechanisms to adequately plan for, develop, and maintain public facilities.

FISCAL IMPACT
The purchase of the new crack sealer will be funded through the General Fund – Streets Division Equipment Account, as programmed in the Fiscal Year 2025–2026 Capital Improvement Budget. This account will cover the initial purchase cost as well as any future maintenance and depreciation expenses associated with the equipment. The purchase is being made through the Sourcewell Cooperative Purchasing Agreement #080521-CME, which satisfies the City’s competitive procurement requirements.

PROCUREMENT PROCESS
The City will utilize the cooperative purchasing framework established through Sourcewell. This approach allows the City to access competitively solicited contracts, ensuring the procurement process adheres to best practices and regulatory standards. By purchasing the equipment outright from Haaker Equipment, the City will streamline the acquisition process, enabling a swift implementation that enhances the City's ability to maintain clean and safe streets for the community, ultimately fostering improved public health and infrastructure management. 46 Section 7, Item 7E

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

Attachments
- Haaker Equipment Cimline M1 Crack Sealer Quote
47 Section 7, Item 7E
4490 South K Street, Tulare, California 93274
(559) 220-8987 ~ haaker.com
QUOTE
July 7, 2025
TO: CITY OF FOWLER ATTN: MR. ERIC ROCHA
128 SOUTH 5TH STREET (559) 834-3113
FOWLER, CA 93625 Email: [email protected]
In accordance with your request, we are pleased to submit the following proposal for your consideration and approval based on The Sourcewell Cooperative Purchasing Agreement - Contract #080521-CME.

ONE (1) NEW CIMLINE M1 150 GALLON CRACK SEALER
150 Gallon Material Capacity, 33 Gallon Diesel Fuel Capacity, Single Curbside Material Loading Doors, 20 GPM Material Pump Rate, with Isuzu Tier IV 19HP Diesel engine, Trailer Mounted.

STANDARD & OPTIONS INCLUDE:
250,000 BTU’S
22 GALLONS HEAT TRANSFER OIL

CAPACITY
FIBERGLASS, 1.5” THICKNESS TANK

INSULATION
BECKETT DIESEL FIRED BURNER
33 GALLONS HYDRAULIC

CAPACITY
ELECTRONIC CONTROL & 5”

ANALOG TEMPERATURE GAUGE
49” MATERIAL LOADING
HEIGHT
GVWR 5,515 LBS.
ELECTRIC TRAILER BRAKE TYPE
4,200LBS SHIPPING WEIGHT
1 YEAR BUMPER TO BUMPER

WARRANTY
ENGINE ENCLOSURE OPTION
3” PINTLE HITCH
LED FLASHING ARROW BOARD
OPERATOR HORN COMMUNICATION
GRAVITY MATERIAL DRAW OFF
UNIT PRICE ...................................................................................................................... $ 78,770.00 SOURCEWELL DISCOUNT ...................................................................................... ( - $ 7,877.00) SOURCEWELL SUBTOTAL ........................................................................................... $ 70,893.00 SALES TAX (8.975%) ..........................................................................................................$ 6,362.65 FREIGHT ...............................................................................................................................$ 5,000.00 TOTAL PRICE F.O.B, FOWLER, CA: ................................................................. $ 82,255.65

THE PROPERTY HEREIN IS GUARANTEED BY MANUFACTURER'S WARRANTY ONLY AND SELLER MAKES NO WARRANTY

EXPRESSED OR IMPLIED, OF MERCHANTABILITY OR OTHERWISE, OR OF FITNESS FOR ANY PARTICULAR PURPOSE, THAT EXTENDS BEYOND THE ABOVE DESCRIPTION OF THE EQUIPMENT.

NOTE: Price is good for 15 Days . Cost increases due to the addition of Government mandated safety or environmental devices incurred after the date of this proposal, will be charged to you at our cost. Proof of such costs, if any, will be documented.

TAXES: SALES TAX applicable at time of delivery will be shown on our invoice. FEDERAL EXCISE TAXES, if applicable, will require payment unless a properly executed Exemption Certificate is submitted.

DELIVERY: 180-220 Days TERMS: Net 30 Or Approved Financing 48 Section 7, Item 7E
Add-On/Cooperative Purchase Authorization: Haaker Equipment Company offers the above proposed price, terms and conditions to any governmental agency or subdivision in the State of California or Nevada for a period not to exceed a full calendar year from the date of original purchaser’s purchase order or contract.

We appreciate the opportunity to present this proposal and look forward to being of further and continued service.

HAAKER EQUIPMENT COMPANY ACCEPTED BY:

BY: Tony Saragosa DATE:

TONY SARAGOSA

SALES REPRESENTATIVE
49 Section 7, Item 7E

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: MICHAEL REID, City Manager
SUBJECT: APPROVE a Memorandum of Understanding between the City of Fowler and Fowler Unified School District (District) for contributions towards the community’s continued use of the District’s recreational facilities in an amount not to exceed $91,812 total for Fiscal Years 2025-2028, and authorize the City Manager to execute the agreement

EXECUTIVE SUMMARY
Approval of this Memorandum of Understanding (MOU) between the City of Fowler and District will cover the District’s facility use costs associated with the community’s use of the District’s various sporting facilities, cafeterias, and gymnasiums.

BACKGROUND
The District has made its recreational facilities available during non-school hours for Fowler youth groups and other Fowler community use for over 40 years at no charge. As increased operation and maintenance costs have continued to rise, the District requested that the City of Fowler incur a portion of these expenses.

The first MOU entered into between the City and District was approved by City Council and dated January 1, 2022, and expired after the completion of the 2022-2023 school year and included a $25,000 contribution from the City. A subsequent MOU was approved by the City Council for the 2023-2024 and 2024-2025 school years with a City contribution of $25,000 for each of the school years to continue to allow Fowler youth groups and other Fowler community use of District facilities.

The City finds it to be in the best interest of the community to provide funding to the District to help offset for maintenance and overhead for the community’s continued use of the District’s facilities. As the District’s costs have continued to increase, District and City staff have negotiated a slight increase in the City’s contribution of $30,000 for school year 2025- 2026, a $30,600 contribution for school year 2026-2027, and a $31,212 contribution for school year 2027-2028.

If approved, the contributions under each year of the MOU would be paid no later than September 30th of each school year that the MOU is in place. 50 Section 7, Item 7F

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

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

GENERAL PLAN CONSISTENCY
This action is consistent with:

General Plan Goal OS-3
Recreational programming and facilities meet the needs of community members of all ages and abilities.

General Plan Goal OS-4
Open space acquisition, development, programming, and maintenance is adequately funded.

General Plan Goal CH-1
Opportunities for physical activity, such as walking and biking, are integrated into the built environment.

General Plan Goal PF-1
Fowler provides reliable public facilities, utilities, and community services that meet the needs of the existing community and planned growth.

FISCAL IMPACT
Funds associated with the first contribution of $30,000 were included in the FY 2025-2026 adopted budget. Funds associated with the FY 2026-2027 and FY 2027-2028 contribution will be included in subsequent budgets for Council consideration.

PROCUREMENT PROCESS
As these awards are for Agreements that were previously approved by City Council, they are being brought for City Council consideration, per the City’s Purchasing Policy.

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

Attachments
- MOU with Fowler Unified School District
51 Section 7, Item 7F
52 Section 7, Item 7F
53 Section 7, Item 7F
54 Section 7, Item 7F
55 Section 7, Item 7F

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: MICHAEL REID, City Manager
SUBJECT: APPROVE an agreement with the Fowler Unified School District (District) to provide fueling services to the City of Fowler’s fleet for the period of August 1, 2025, to June 30, 2028, and authorize the City Manager to execute the agreement

EXECUTIVE SUMMARY
Approval of this item will allow the City continued access to the District’s Fuel station to efficiently fuel all its fleet at a more economical rate than at a private fuel station.

BACKGROUND
Since 2018, the City and District have maintained a service agreement which allowed the City to fuel its fleet from the District at a lower cost per gallon than other private vendors. The most recent agreement expires on June 30, 2025, and as such, the proposed agreement is for a threeyear term expiring on June 30, 2028.

The District’s Board considered the agreement at its regularly scheduled Board meeting on June 25, 2025. The attached MOU was approved by the Board and subsequently signed by the Superintendent. Approval of the proposed agreement will allow the City to achieve the same efficiencies and cost savings as realized under the current agreement.

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

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

GENERAL PLAN CONSISTENCY
This action is consistent with:

General Plan Goal PF-6
Prepare and maintain resources and mechanisms to adequately plan for, develop, and maintain public facilities.
56 Section 7, Item 7G

FISCAL IMPACT
Approval of this agreement will result in cost savings for the City.

PROCUREMENT PROCESS
As these awards are for Agreements that were previously approved by City Council, they are being brought for City Council consideration, per the City’s Purchasing Policy.

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

Attachments
- Agreement with Fowler Unified School District
57 Section 7, Item 7G
58 Section 7, Item 7G
59 Section 7, Item 7G
60 Section 7, Item 7G

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: MICHAEL REID, City Manager
SUBJECT: APPROVE an Agreement between the City of Fowler and the Fowler Unified School District (District) to provide one sworn police officer, assigned as a School Resource Officer (SRO), on school campuses within the City of Fowler, and authorize the City Manager to execute the agreement

EXECUTIVE SUMMARY
Approval of this item will allow the City to continue to provide an SRO for the District to improve safety for students and staff at District school sites in our community.

BACKGROUND
An effective SRO program, such as the program that was first authorized by the City Council on June 6, 2023, reduces the opportunity for school violence which results in a safer learning environment for students and staff. In addition, positive interactions between law enforcement and students on campus build trust and allow for mentoring relationships to be developed between students and officers. These relationships provide SROs and school administrators with a proactive ability to address behavioral issues before they become criminal, and where appropriate, divert children from the juvenile justice system into finding effective resolutions to non-criminal behaviors of children.

As a result of the success of the existing SRO agreement, the District has requested a threeyear agreement for school years 2025-2026, 2026-2027, and 2027-2028 to continue to fund a 20-hour-per-week police officer as an SRO. This funding would include wages and benefits for a .5 FTE cost of one officer as well as ½ of the annualized cost of a fully equipped patrol unit assigned to the SRO.

The District’s Board of Trustees approved the contract on June 25, 2025, and was signed by the District Superintendent. It is now being presented to the Fowler City Council for your consideration.

PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda. 61 Section 7, Item 7H

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

GENERAL PLAN CONSISTENCY
This action is consistent with:

General Plan Policy PF-10
Form proactive community partnerships that develop responsible ownership for public safety in Fowler, inform the public on how they can improve their personal safety; use a preventative approach that is issue-oriented; support innovative approaches to problem-solving; establish mutual trust and communication among Police Services staff and the community; and provide positive role models and values through activities in the neighborhoods and community as a whole.

General Plan Action Item PF-10a
Continue to implement existing community programs and consider new programs that encourage opportunities for the police force to connect with the community.

FISCAL IMPACT
For school year 2025-2026, the District would reimburse the City $67,852.82 for the salary, benefits and equipment for a .5 FTE “C” Step +5% POST officer. The District would also reimburse the City for any optional overtime that is agreed to at the rate of $87.37 per OT hour worked. The reimbursement payments by the District to the City will be made quarterly after the City has invoiced the District.

Subsequent school years of this three-year agreement will be adjusted to reflect the actual costs for a .5 FTE “C” Step +5% POST officer based on the current salary and benefits costs to the City.

The City of Fowler FY 2025-2026 budget has included these revenues as part of the Police Department’s General Fund.

PROCUREMENT PROCESS
As these awards are for Agreements that were previously approved by City Council, they are being brought for City Council consideration, per the City’s Purchasing Policy.

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

Attachments
- SRO Agreement with Fowler Unified School District with Exhibit A - Updated Cost Breakdown of Police Services
62 Section 7, Item 7H
63 Section 7, Item 7H
64 Section 7, Item 7H
65 Section 7, Item 7H
66 Section 7, Item 7H
67 Section 7, Item 7H
68 Section 7, Item 7H

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: Yvonne Hernandez, Recreation Supervisor
SUBJECT: APPROVE a $800 donation to Fowler High School Cheer using Fiscal Year 2025-26 CalRecycle Funds

EXECUTIVE SUMMARY
This action provides a $800 donation to Fowler High School Cheer.

BACKGROUND
Fowler High School Cheer performed volunteer cleanup at the City’s 5th of July event on Saturday July 5, 2025, for this donation. The volunteer cleanup will be allocated from grant funds the City receives annually from the California Department of Resources Recycling and Recovery (CalRecycle).

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

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

GENERAL PLAN CONSISTENCY
General Plan Goal OS-3
Recreational programming and facilities meet the needs of community members of all ages and abilities.

FISCAL IMPACT
The City of Fowler received a $5,000 recycling grant from the California Department of Resources Recycling and Recovery (CalRecycle) for FY 2025-26, and this donation will be funded from this grant.

PROCUREMENT PROCESS
No procurement process is associated with this action.

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

69 Section 7, Item 7I

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: Yvonne Hernandez, Recreation Supervisor
SUBJECT: APPROVE a $800 donation to Fowler Boy Scouts Troop 390 using Fiscal Year 2025-26 CalRecycle Funds

EXECUTIVE SUMMARY
This action provides a $800 donation to Fowler Boy Scouts Troop 390.

BACKGROUND
Fowler Boy Scouts Troop 390 performed volunteer cleanup at the City’s 5th of July event on Saturday July 5, 2025, for this donation. The volunteer cleanup will be allocated from grant funds the City receives annually from the California Department of Resources Recycling and Recovery (CalRecycle).

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

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

GENERAL PLAN CONSISTENCY
General Plan Goal OS-3
Recreational programming and facilities meet the needs of community members of all ages and abilities.

PROCUREMENT PROCESS
No procurement process is associated with this action.

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
70 Section 7, Item 7J

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: ERIC M. ROCHA, Public Works & Public Utilities Director SUBJECT: APPROVE the purchase of a 2025 Ford F150 Lighting Pro EV Truck from Lithia Ford Lincoln of Fresno in the amount of $58,409.01 and authorize the City Manager to execute the purchase agreement

EXECUTIVE SUMMARY
The City of Fowler desires to purchase a new 2025 Ford F-150 Lightning Pro Electric Truck to support operations in the Public Works and Public Utilities Departments. Staff has obtained a quote and is seeking approval for the purchase, as the City does not currently own an electricpowered work truck. This acquisition aligns with the City's sustainability goals and fleet modernization efforts, offering a zero-emission vehicle option with utility-grade features suitable for daily operational needs.

BACKGROUND
To support the City’s ongoing efforts to modernize its fleet and reduce greenhouse gas emissions, staff has identified the need for an electric-powered utility vehicle to assist with daily operations in the Public Works and Public Utilities Departments. The Ford F-150 Lightning Pro EV truck offers the performance, towing capacity, and cargo space required for municipal field work, while also aligning with the City’s long-term sustainability goals.

Staff obtained a quote from Lithia Ford Lincoln of Fresno, a local dealership with available inventory and service capability. To assist with funding the purchase, the City of Fowler successfully secured a Public Benefit Grant from the San Joaquin Valley Air Pollution Control District (SJVAPCD), helping offset the cost of the electric vehicle and promote cleaner transportation alternatives in the region.

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

ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act. 71 Section 7, Item 7K

Policy CH-32a
Consider City vehicles and equipment as part of the Capital Improvement Program (CIP) process.

Goal ED-3
Fowler invests in necessary infrastructure, resources, and beautification to ensure the success of economic development strategies.

Policy SAF-14
Maintain the domestic water system in accordance with appliable water quality standards.

Goal PF-1
Fowler provides reliable public facilities, utilities, and community services that meet the needs of the existing community and planned growth.

Goal PF-2
Fowler maintains and manages the orderly and efficient expansion of public facilities, utilities, and community services.

Policy PF-6
Prepare and maintain resources and mechanisms to adequately plan for, develop, and maintain public facilities.

FISCAL IMPACT
The purchase of the new EV Truck will be funded by allocating expenses to the General Fund and Water Fund. The initial purchase cost, along with any associated maintenance and depreciation expenses, will be divided between these funds, ensuring that the financial impact is shared appropriately. Additionally, the City has secured a Public Benefit Grant from the San Joaquin Valley Air Pollution Control District (SJVAPCD), which will reimburse the City $20,000.00 for this purchase.

In addition to the grant reimbursement, the use of an electric vehicle is expected to reduce longterm fuel costs compared to a traditional gasoline-powered truck, resulting in operational savings over the vehicle's service life.

PROCUREMENT PROCESS
Consistent with the purchasing policy, staff obtained multiple quotes from vendors. However, multiple vendors did not carry this vehicle in stock and reported lead times ranging from 3 to 6 months. Lithia Ford Lincoln of Fresno was identified as the only vendor with the desired model available for immediate delivery. Additionally, as this purchase is above the City Manager’s purchasing authority, the item is being brought forward for City Council consideration. 72 Section 7, Item 7K

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

Attachments
- Lithia Ford Lincoln of Fresno Quote
73 Section 7, Item 7K

LITHIA FORD LINCOLN OF FRESNO
7/21/2025
Customer: City of Fowler Remit to Address:

Street Address 128 South 5th St Lithia Ford Lincoln of Fresno City Fowler 195 E Auto Center Dr
State Ca Fresno Ca, 93710
Zip 93625 559-435-8400
Contact: Eric Rocha From: Dean Payne
Fleet Manager
Office: 559-834-3113 # 121 Office: 559-436-4150
Email: [email protected] Email: [email protected]
Customer PO #: Ordered By: Order Date: Ship Date: Terms:

Eric Rocha
Product
Code
Quantity
Ordered
Quantity
Shipped Unit Price Total
NFT 1 1 53,475.00 $53,475.00
Subtotal: $53,475.00
Tax: $4,807.01
Fees $127.00
Total Due: $58,409.01
Charging units are not included
Spare tire, wheel and Tire Kits extra
DOC Processing Fee 85.00
Sales Tax based on 8.975%
Below Fees Include:

Registration Fee N/A
California Tire Fee 7.00
Electronic Filing Fee 35.00
Vehicle is currently in inventory and available
Product Description
New 2025 Ford F150 Lightning Pro
1FT6W1BM5SWG14511
195 East Auto Center Drive Fresno, CA 93710 (559) 435-8400 Invoice Number FD23
7/21/2025 C.O.D.

Invoice Date:

Lithia Ford Lincoln of Fresno 195 East Auto Center Dr Fresno, CA 93710 (559) 435-8400 74 Section 7, Item 7K

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: MICHAEL REID, City Manager
SUBJECT: APPROVE Resolution No. 2797 approving an exception to the California Public Employees Retirement System (CalPERS) 180-day waiting period to hire Greg G. Gularte as a Retired Annuitant Chief of Police

EXECUTIVE SUMMARY
Approval of this resolution will provide the City with an exception to the CalPERS 180-day waiting period to hire Greg G. Gularte as an Interim Chief of Police while the City continues its search for a new Chief of Police.

BACKGROUND
The position of Chief of Police has remained vacant since the previous Chief of Police resigned on April 15, 2025. Since then, the City Manager began contacting executive search firms to conduct a recruitment and hiring process for the permanent Police Chief position in Fowler.

The position of Chief of Police is a critically needed position and requires specialized skills, and there is a need to make an interim appointment to the vacant Chief of Police position during the City’s recruitment for a permanent appointment of a new Chief of Police.

The City Manager is requesting Council approval for an exemption to the 180-day waiting period for retired annuitants. Retired annuitant Greg G. Gularte has the extensive skills, background, and expertise to temporarily fill this position until a Chief of Police is hired. Mr. Gularte has many years of experience in this area as he previously worked for Fresno County Sheriff’s Office and the City of Hanford as a police officer. Mr. Gularte will not exceed the PERS retired annuitant maximum of 960 work hours per fiscal year.

Government Code Section 7522.56 requires retirees wait 180 days from the retirement date to begin employment with the same, or another, CalPERS agency. Government Code Section 7522.56(f)(1) allows for an exception to the 180 day waiting period when the appointment is necessary to fill a “critically needed” position before 180 days. This exception can be either to a vacant position or as extra help where the work performed is of limited duration and the retiree is to perform tasks such as the elimination of backlogs, limited term special project work, or to do work in excess of what regular permanent staff can do. In the instant case, the proposed hiring of retired employee Mr. Gularte is to fill a vacant position until a new employee with the proper qualifications can be hired.
75 Section 9, Item A

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

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

GENERAL PLAN CONSISTENCY
This action is not associated with a specific General Plan Goal, Policy, or Action Item. However, this action is consistent with the General Plan’s Community Vision and Supporting Principles.

FISCAL IMPACT
The Police Chief salary is included in the Fiscal Year 2024/25 approved budget and will be included in the Fiscal Year 2025/26 proposed budget.

PROCUREMENT PROCESS
This action is not associated with the procurement process.

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

Attachments
- Resolution No. 2797
76 Section 9 , Item A
RESOLUTION NO. 2797

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER

APPROVING AN EXCEPTION TO THE CALIFORNIA PUBLIC EMPLOYEES RETIREMENT SYSTEM 180-DAY WAITING PERIOD TO HIRE A RETIRED ANNUITANT IN ACCORDANCE WITH GOVERNMENT CODE SECTIONS 7522.56 AND 21224
WHEREAS, on April 15, 2025, the former Chief of Police resigned from the position, which created a vacancy; and
WHEREAS, the City Council has authorized the search for a permanent appointment of a new Chief of Police and the City has initiated the process to identify an executive search firm to conduct the recruitment process while the position of Chief of Police has remained vacant since April 15, 2025; and
WHEREAS, Government Code section 21221(h) of the Public Employees’ Retirement Law permits the City Council to appoint a CalPERS retiree to a vacant position requiring specialized skills during recruitment for a permanent appointment, and provides that such appointment will not subject the retired person to reinstatement from retirement or loss of benefits so long as it is a single appointment that does not exceed 960 hours in a fiscal year; and WHEREAS, Government Code section 7522.56(f) provides that a retired person shall not be eligible to be employed pursuant to Section 7522.56 for a period of 180 days following the date of retirement unless the retiree’s appointment is necessary to fill a critically needed position before the 180 day waiting period has passed; and
WHEREAS, the City Council recognizes and deems that the position of Chief of Police is a critically needed position and requires specialized skills, and there is a need to make an interim appointment to the vacant Chief of Police position beginning on August 5, 2025, while the ongoing recruitment for a permanent appointment of a new Chief of Police continues; and WHEREAS, the City Council desires to appoint Greg G. Gularte as an interim appointment retired annuitant to the vacant position of Chief of Police for the City of Fowler under Government Code section 21221(h), effective on August 5, 2025; and.

WHEREAS, Greg G. Gularte has retired, effective July 9, 2025, as recorded in the CalPERS system, and as of that date, he had attained the normal retirement age as defined by the applicable CalPERS benefit formula for the City of Hanford; and NOW, THEREFORE, based upon the foregoing, the City Council of the City of Fowler hereby finds, determines, certifies, and resolves as follows:

1. The nature of the employment of Greg G. Gularte as described herein and this appointment is necessary to fill the critically needed position of Chief of Police for the City of Fowler beginning on August 5, 2025, because the Chief of Police position has been vacant since 77 Section 9, Item A
April 15, 2025, and the recruitment for the permanent appointment of a new Chief of Police is ongoing and will not be completed by August 5, 2025.

2. That Greg G. Gularte is hereby appointed as an interim appointment retired annuitant to the vacant position of Chief of Police pursuant to Government Code Section 21221(h), effective on August 5, 2025, to serve as the Chief of Police in accordance with applicable provisions of the Fowler Municipal Code and approved Chief of Police job description, and is subject to the following limitations:
a. The maximum number of hours of employment as a retired annuitant shall not exceed 960 hours in a fiscal year.
b. The compensation for this position may not be less than the minimum nor exceed the maximum monthly base salary compensation currently paid to the Chief of Police position, divided by 173.33 hours (hourly pay rate). The maximum monthly base salary for this position is $11,730.00 and the hourly equivalent is $67.67 ($11,730/173.33 hours), and the minimum monthly base salary for this position is $9,649.20 and the hourly equivalent is $55.67 ($9,649.2/173.33 hours). Greg G. Gularte will be paid at the “E” step hourly rate on the City’s adopted salary classification schedule, currently $67.67, while employed as an interim appointment retired annuitant.
c. No benefits, incentive, compensation in lieu of benefits, or other form of compensation or retirement-related incentive has been or will be paid and no “Golden Handshake” will be paid to Greg G. Gularte in addition to the hourly pay rate identified herein.

3. The appointment of Greg G. Gularte is necessary to immediately fill the critically needed vacant position of Chief of Police for the City of Fowler, effective on August 5 , 2025, and therefore, pursuant to Government Code section 7522.56(f)(1), the 180-day wait period shall not apply to this appointment because of the critical need to have the above-referenced vacant position filled on an interim basis before the wait period passes.

4. The appointment of Greg G. Gularte as provided herein shall only be made once and therefore, unless this appointment is earlier terminated by City Council action, this appointment shall automatically end on the date upon which the City Council of the City of Fowler approves a permanent appointment of a new Chief of Police.

5. Based on the foregoing findings and certifications, the appointment of Greg G.

Gularte pursuant to this Resolution shall not result in reinstatement from retirement or the loss or interruption of benefits from the retirement system, all as provided by Gov. Code section 7522.56.

6. This Resolution shall serve as the appointment document for this appointment and has been reviewed by the City Council, and no matters, terms or conditions related to this employment are contained in any other document not referenced herein.

7. City staff shall advise CalPERS of this Resolution and take all steps necessary to 78 Section 9, Item A
implement the actions approved in this Resolution.

The foregoing resolution of the City of Fowler was duly and regularly adopted by the City Council of the City of Fowler at a regular meeting held on August 5, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
79 Section 9, Item A

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: SOO HO PARK, City Engineer
SUBJECT: Actions pertaining to 4th and 5th Street Improvements Project:
i. ADOPT a Notice of Exemption finding the 4
th and 5th Street
Improvements Project to be categorically exempt pursuant to CEQA guidelines section 15301(c).
ii. AWARD the 4th and 5th Street Improvements Project to MAC General Engineering in the amount of $423,884.84 and
authorize City Manager to execute the agreement.

EXECUTIVE SUMMARY
Award the 4
th and 5th Street Improvements Project to MAC General Engineering, in the amount of $423,884.84. This action authorizes the contractor to complete road rehabilitation on 4th and 5 th streets.

BACKGROUND
The project consists of reconstructing existing curb ramps, drive approaches, sidewalk, curb & gutter along 4th and 5th streets. The improvements will cause the removal of trees where they impede the project. The project will also include removing previous striping and adding new striping.

On June 24, 2025, the City received seven responsive bids for the 4 th and 5th Street
Improvements Project. MAC General Engineering was the lowest responsive bidder with a bid of $423,884.84. The Engineer’s Estimate for the project was $602,326.  MAC General Engineering is based in Exeter, California and has a current and active Class A, General Contractor’s license in the State of California.  Attached is the summary of the responsive bids received.

PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.
80 Section 9, Item C

ENVIRONMENTAL REVIEW
The improvements associated with the project would be exempt from further environmental analysis pursuant to California Environmental Quality Act Class: 1; 14 CCR 15301(c). This project falls under a Class 1 Categorical Exemption of existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities.

GENERAL PLAN CONSISTENCY
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.

FISCAL IMPACT
The construction and construction management are funded by Article 8 of the Local Transportation Funds.

PROCUREMENT PROCESS
This bid was competitively bid and there were seven contractors who provided responsive bids. MAC General Engineering was the lowest responsive bidder on the project.

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

Attachments
- 4
th and 5th Street Notice of Exemption from CEQA
- 4
th and 5th Street Improvements Project Plan
- 4
th and 5th Street Improvements Project Bid Summary
- 4
th and 5th Street Improvements Project Agreement
81 Section 9 , Item C

Statutory Exemptions. State code number:

_______________________________________________
Print Form
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): ____________________________ P.O. Box 3044, Room 113 _______________________________________________ Sacramento, CA 95812-3044 County Clerk
(Address)
___________________________
___________________________
County of: __________________
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County:

Description of Nature, Purpose and Beneficiaries of Project:
_____________________
Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Project: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________ Area Code/Telephone/Extension: _______________ If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: ____________________________ Date:

Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. _______________
Categorical Exemption. State type and section number: ____________________________________ ______________________________________________
______________ Title: _______________________
Revised 2011
City of Fowler Community and Economic Development Department 128 S. 5th Street, Fowler, CA 93625 Fresno 2220 Tulare St, Fresno, CA 93721 4th and 5th Street Improvements Project City of Fowler 4th St from E Tuolumne St to E Main St and 5th St from E Main to Vine St Fowler Fresno The Project would result in street improvements to 4th and 5th streets in Fowler. The project is designed to reconstruct existing curb ramps, drive approaches, sidewalk, curb, gutters, and striping. City of Fowler City of Fowler 15301 - Existing Facilities A Class 1 Categorical Exemption (Existing Facilities) includes the operation or repair maintenance, of existing public or private structures with little to no expansion. The project would reconstruct existing public improvements and would not result in an expansion of those improvements. There would be no potential for a significant environmental impact to occur. Wyatt Czeshinski 5598343113 7/29/2025 Assistant City Planner ■ x
82 Section 9, Item C
LICENSE NO:

DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA

GENERAL

COVER SHEET
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
G1
1 14
5/21/2025 10:36 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\01_General\G1 COVER SHEET.dwg -Trent Pires

WARNING

POWER LINES

OVERHEAD
04/17/2025

SITE MAP

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION

SITE MAP
99 99

GOLDEN STATE BLVD

CITY OF
FOWLER

E ADAMS AVE

S TEMPERANCE AVE

E SOUTH AVE

STANFORD AVE
S 5TH ST
S 4TH ST

E TUOLUMNE ST

E MERCED ST

E MAIN ST

E FRESNO ST

E VINE ST

CITY OF FOWLER

FRESNO COUNTY, CA
4TH & 5TH STREET IMPROVEMENTS

SPECIAL NOTE

WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON THE PLANS, THE LOCATIONS, DEPTH AND DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH STRUCTURES ARE SHOWN FOR THE

INFORMATION OF THE CONTRACTOR, BUT INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH

STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL OF THE STRUCTURES WHICH MAY BE ENCOUNTERED.

SITE SAFETY AND PROTECTION NOTES

THE DUTY OF THE ENGINEER, OWNER OR ITS AGENTS TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE ANDTHE UNDERTAKING OF INSPECTIONS OR THE GIVING OF INSTRUCTIONS AS AUTHORIZED HEREIN IS NOT INTENDED TO INCLUDE REVIEW OFTHE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE AND SHALL NOT BE CONSTRUED

AS SUPERVISION OF THE ACTUAL CONSTRUCTION NOR MAKE THE ENGINEER, OWNER OR ITS AGENTS RESPONSIBLE FOR PROVIDING A

SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON.THE CONTRACTOR SHALL HAVE AT THE WORK SITE, COPIES OR SUITABLE EXTRACTS OF CONSTRUCTION SAFETY ORDERS, ISSUED BY CAL-OSHA. CONTRACTOR SHALL COMPLY WITH PROVISIONS OF THESE AND ALL OTHER APPLICABLE LAWS, ORDINANCES AND REGULATIONS. THE CONTRACTOR MUST COMPLY WITH PROVISIONS OF THE SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, PROMULGATED BY THE SECRETARY OF LABOR UNDER SECTION 107 OF THE CONTRACT WORK HOURS AND SAFETY STANDARDS ACT, AS SET FORTH IN TITLE 29 C.F.R.

TO PROTECT THE LIVES AND HEALTH OF CONTRACTOR'S EMPLOYEES UNDER THE CONTRACT, THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA, INC., AND SHALL MAINTAIN AN ACCURATE RECORD OF ALL CASES OF DEATH, OCCUPATIONAL DISEASE, AND

INJURY REQUIRING MEDICAL ATTENTION OR CAUSING LOSS OF TIME FROM WORK, ARISING OUT OF AND IN THE COURSE OF EMPLOYMENT OR WORK UNDER THE CONTRACT.

THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR THE SAFETY, EFFICIENCY, AND ADEQUACY OF CONTRACTOR'S FACILITIES,

APPLIANCES, AND METHODS AND FOR ANY DAMAGE, WHICH MAY RESULT FROM THEIR FAILURE OR THEIR IMPROPER CONSTRUCTION, MAINTENANCE OR OPERATION.

THE CONTRACTOR AGREES THAT IT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND

HOLD THE OWNER, PROVOST & PRITCHARD CONSULTING GROUP, AND THEIR RESPECTIVE AGENTS HARMLESS FROM ANY AND ALL

LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF OWNER, ENGINEER, OR THEIR RESPECTIVE AGENTS.

THE OWNER AND ITS AGENTS' SITE RESPONSIBILITIES ARE LIMITED SOLELY TO THE ACTIVITIES OF THEIR EMPLOYEES ON SITE. THESE

RESPONSIBILITIES SHALL NOT BE INFERRED BY ANY PARTY TO MEAN THAT THE OWNER OR ITS AGENTS HAVE RESPONSIBILITY FOR SITE SAFETY. SAFETY IN, ON, OR ABOUT THE SITE IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR ALONE. THECONTRACTOR'S METHODS OF WORK PERFORMANCE, SUPERINTENDENCE AND THE CONTRACTOR'S EMPLOYEES, AND SEQUENCING OFCONSTRUCTION ARE ALSO THE SOLE AND EXCLUSIVE RESPONSIBILITIES OF THE CONTRACTOR ALONE.

GENERAL NOTES

1. CITY OF FOWLER (559-834-3113) SHALL BE CONTACTED AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK ON OR NEAR EXISTING CITY FACILITIES.

2. USED MATERIAL, REJECTS, MISFITS, OR SECONDS, ETC. ARE NOT ACCEPTABLE FOR USE ON CITY OF FOWLER FACILITIES.

3. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THESE PLANS, PROJECT SPECIFICATIONS AND CITY OF FOWLER SPECIFICATIONS.

4. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING FACILITIES PRIOR TO COMMENCING WORK. CALL UNDERGROUND SERVICE ALERT (USA) AT 8-1-1. CONTRACTOR SHALL MAKE ENGINEER AWARE OF ANY DISCREPANCIES.

5. ALL CAST-IN-PLACE CONCRETE STRUCTURES SHALL BE FORMED INSIDE AND OUT AND CONCRETE VIBRATED SUFFICIENTLY TO PROVIDE FOR SMOOTH SURFACED WALLS/FLOORS WITHOUT VOIDS AND HONEYCOMBS.

6. CITY OF FOWLER SHALL INSPECT ALL WORK PHASES ON CONCRETE FACILITIES FOR CONFORMANCE TO CITY OF FOWLER SPECIFICATIONS. REINFORCING SHALL NOT BE ENCASED IN CONCRETE WITHOUT PRIOR CITY OF FOWLER INSPECTIONS. LIKEWISE, CONCRETE SHALL NOT BE COVERED WITH EARTH PRIOR TO CITY OF FOWLER INSPECTION.

7. CONCRETE DESIGN MIX SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. ALL CONCRETE SHALL HAVE A 28-DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI UNLESS OTHERWISE SPECIFIED.

8. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY LAWS OF THE STATE OF CALIFORNIA AND CAL/OSHA STANDARDS.

9. TRENCH BACKFILL AND RESERVOIR EMBANKMENTS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS AND THE GEOTECHNICAL REPORT CONTAINED IN THE SPECIFICATIONS.

10. CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ALL PIPELINE CRACKS, WHICH DEVELOP DURING CONSTRUCTION OF IMPROVEMENTS AFFECTING EXISTING FACILITIES.

11. CONCRETE VAULTS AND BOXES MAY BE PURCHASED FROM A PRECAST MANUFACTURER OR CONTRACTOR MAY CONSTRUCT THE STRUCTURES IF STRUCTURAL CALCULATIONS AND DESIGN IS APPROVED BY THE CITY OF FOWLER AND THE ENGINEER.

12. ALL EXCESS MATERIAL AND/OR DEBRIS SHALL BE REMOVED UPON COMPLETION OF INSTALLATION.13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL AT ALL TIMES.

SOO HO PARK, CITY ENGINEER

ERIC ROCHA, PUBLIC WORKS DIRECTOR

DATEDATE

APPROVALS

DETAIL NUMBERSHEET NUMBER

AB AGGREGATE BASEAC ASPHALT CONCRETE

C, CONC CONCRETEC&G CURB & GUTTERCG&S CURB, GUTTER & SIDEWALKCLF CHAIN LINK FENCECNS COMPACTED NATIVE SOILCR CURB RAMP

DI DROP INLETDWG DRAWING
(E) EXISTING, EAST
, FL FLOW LINE

FT FOOT/FEET

OH OVERHEAD

RT RIGHTR/W RIGHT OF WAY

SD STORM DRAINSL STREET LIGHTSNS STREET NAME SIGNSTRP STRIPINGSW SIDEWALK

TC TOP OF CURBTYP TYPICAL

UT UTILITYUP UTILITY POLE

VG VALLEY GUTTERW WATER

ABBREVIATIONS

EXISTING

LINETYPE
NEW

DESCRIPTION
□
□
GW
OE

CONCRETE

AC PAVEMENT

DESCRIPTION

LINETYPES

SYMBOLS

HATCH TYPE
NEW

RIGHT-OF-WAY

CENTERLINE
WATER
GAS

ELECTRIC (AERIAL)

FENCE (WIRE)FENCE (WOOD)FENCE (CHAIN LINK)

SPOT ELEVATION

LINE BREAK

DETAIL CALLOUT

CONSTRUCTION CALLOUT

REVISION

WATER VALVE

YARD LIGHT

SIGNSTORM DRAIN INLET

UTILITY POLE

EXISTING NEW

SYMBOL DESCRIPTION

SAWCUT LINE

V V V V V V V
(E) XX XXX.XX XX XXX.XX
XX
X
XXXX
XX

BENCHMARKS

PROJECT BENCHMARK
SURVEY MAG NAIL SET IN THE CURB RAMP AT THE SOUTHEASTCORNER OF MAIN ST. & 4TH ST.

ELEVATION = 308.47' NAVD88 DATUM

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY
CONDUCTED IN MARCH OF 2023.

BOUNDARY NOTE

THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE

PLANS IS BASED UPON RECORD INFORMATION TIED TO PHYSICALMONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF TIMOTHY M. ODOM, PLS 8468.

BASIS OF BEARINGS
THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 4,

ESTABLISHED LOCALLY BY RTK GPS OBSERVATIONS TIED TO
LEICA SMARTNET.

SOILS ENGINEER INFORMATION

BLACKBURN CONSULTING
4186 W. SWIFT AVENUE
FRESNO, CA 93722
(559) 438-8411
ATTN: ROBERT L. SANDQUIST, P.E.

THE LETTER REPORTS SUMMARIZING THE FINDINGS AND

RECOMMENDATIONS OF THE PAVEMENT INVESTIGATION FOR
THE RECONSTRUCTION ARE DATED JUNE 1, 2023 (4TH STREET
& 5TH STREET, BLACKBURN PROJECT 4427.X).

AC PLUG

HATCH TYPES

PROJECT LOCATION

SHEET INDEX

PAGE SHEET DESCRIPTION

GENERAL
1 G1 COVER SHEET
CIVIL
2 C1 4TH STREET DEMOLITION PLAN
3 C2 5TH STREET DEMOLITION PLAN
4 C3 4TH STREET STA 10+00-19+50
5 C4 5TH STREET STA 10+00-20+006 C5 STANDARD DETAILS7 C6 STANDARD DETAILS8 C7 SITE DETAILSSIGNING AND STRIPING9 S1 4TH STREET STRIPING PLAN 10 S2 5TH STREET STRIPING PLAN

DETAILS
11 D1 CURB RAMP DETAILS12 D2 CURB RAMP DETAILS13 D3 CURB RAMP DETAILS14 D4 DRIVE APPROACH DETAILS

CONCRETE CURB LIPCONCRETE CURB FLOWCONCRETE CURB FACECONCRETE CURB

EXISTING

AGGREGATE
EARTH
83 Section 9, Item C
V V
V V
V V
V V
V V
V V
V V

V V V V V V V V V V

V V V V V V V V V V V
10+00 11+00 12+00 13+00 14+00

W W W W W W
W

W W W W

G G G G G G

OE OE OE OE OE OE

OE OE OE
80'
40' 40'
28' 27.8'
3'
3'
3'
3'
102
3'
3'
STA 10+23.18 (0.00' )

BEGIN DEMOLITION
STA 14+56.76 (0.00' )

END DEMOLITION
STA 10+28.31 (43.00' LT)

BEGIN C&G DEMOLITION
STA 10+33.05 (44.98' LT)

BEGIN SW DEMOLITION
STA 10+43.64 (28.59' LT)

END C&G DEMOLITION
STA 10+33.59 (28.09' RT)

BEGIN C&G DEMOLITION
STA 10+50.67 (28.26' RT)

END C&G DEMOLITION
STA 14+35.86 (28.31' LT)

BEGIN C&G DEMOLITION
STA 14+30.23 (38.66' LT)

BEGIN SW DEMOLITION
STA 14+45.71 (49.22' LT)

END SW DEMOLITION
STA 14+51.18 (43.69' LT)

END C&G DEMOLITION
STA 14+51.07 (43.65' RT)

END C&G DEMOLITION
STA 14+41.55 (50.99' RT)

END SW DEMOLITION
STA 14+28.75 (37.69' RT)

BEGIN SW DEMOLITION
STA 14+36.24 (28.59' RT)

BEGIN C&G DEMOLITION
STA 10+83.00 (38.94' LT)

END SW DEMOLITION
STA 11+59.90 (38.91' LT)

BEGIN SW DEMOLITION
STA 11+89.90 (38.93' LT)

END SW DEMOLITION
STA 12+04.17 (27.87' LT)

BEGIN C&G DEMOLITION
STA 11+20.62 (28.13' RT)

BEGIN C& DEMOLITION
STA 11+97.76 (28.19' RT)

END C&G DEMOLITION
STA 12+90.73 (28.52' RT)

BEGIN C&G DEMOLITION

END SW DEMOLITION
STA 13+29.49 (28.63' RT)

END C&G DEMOLITION
STA 13+10.73 (37.97' RT)
STA 12+93.18 (38.82' LT)

BEGIN SW DEMOLITION
STA 13+31.57 (28.38' LT)

END CG&S DEMOLITION
STA 11+41.86 (37.76' RT)

END SW DEMOLITION
STA 10+29.70 (37.75' RT)

BEGIN SW DEMOLITION
STA 10+52.67 (37.73' RT)

END SW DEMOLITION

CENTERLINE OF
4TH ST & E FRESNO ST
STA 14+79.29 (0.00' )

CENTERLINE OF
4TH ST & E VINE ST
STA 10+00.00 (0.00' )
STA 11+20.62 (37.75' RT)

BEGIN SW DEMOLITION
STA 12+88.53 (37.90' RT)

BEGIN SW DEMOLITION
3'

V V V V

V V V V V V V V

V V V V V V V V
V V
15+00
16+00 17+00 18+00 19+00
80'
40' 40'

27.7' 28.4'
W W W W W W W 11' 3' 6' 101
STA 15+02.32 (0.00' )

BEGIN DEMOLITION
STA 19+36.29 (0.00' )

END DEMOLITION
STA 15+07.61 (42.86' LT)

BEGIN C&G DEMOLITION
STA 15+13.56 (48.96' LT)

BEGIN SW DEMOLITION
STA 15+27.94 (37.57' LT)

END SW DEMOLITION
STA 15+22.76 (28.01' LT)

END C&G DEMOLITION
STA 15+08.07 (43.59' RT)

BEGIN C&G DEMOLITION
STA 15+17.46 (49.08' RT)

BEGIN SW DEMOLITION
STA 15+28.42 (34.16' RT)

END SW DEMOLITION
STA 15+22.92 (28.79' RT)

END C&G DEMOLITION
STA 19+09.48 (38.44' LT)

BEGIN SW DEMOLITION
STA 18+50.45 (27.92' LT)

BEGIN C&G DEMOLITION
STA 19+25.58 (47.74' LT)

END SW DEMOLITION
STA 19+30.78 (44.07' LT)

END C&G DEMOLITION

CENTERLINE OF
4TH ST & E MAIN ST
STA 19+59.65 (0.00' )
3'

POINT TABLE
POINT #
101
102

NORTHING
2113509.61
2112803.97

EASTING
6363428.906363964.44

ELEVATION
308.47307.50

DESCRIPTION

SET MAG NAILSET MAG NAIL
LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA
CIVIL
4TH STREET DEMOLITION PLAN
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
C1
2 14
5/21/2025 10:36 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\02_Plans_Maps\C1 4TH STREET DEMOLITION PLAN.dwg -Trent Pires 0 15 30 60

SCALE IN FEET

MATCHLINE
STA 14+80

SEE BELOW LEFT

MATCHLINE
STA 14+80 SEE ABOVE RIGHT

WARNING

POWER LINES

OVERHEAD
04/17/2025

E VINE STREET

E FRESNO ST

E MAIN ST

E FRESNO ST

E NELSON ST

R/W R/W

R/W R/W
R/W
R/W

CONSTRUCTION CALLOUTS

PP PROTECT IN PLACE

REMOVE EXISTING CONCRETE, INCLUDING

TRUNCATED DOMES

CONSTRUCTION LEGEND

REMOVE EXISTING AC AND AB NEATLY TO

SAWCUT EDGEGRIND EXISTING AC

CONSTRUCTION NOTES

1. ALL IMPROVEMENTS NOT SPECIFICALLY NOTED TO
BE REMOVED OR ALTERED SHALL BE PROTECTED INPLACE UNLESS OTHERWISE APPROVED BY THEENGINEER.

2. LIMITS OF PAVEMENT REMOVAL SHALL BE APPROVED
BY ENGINEER IN FIELD PRIOR TO START OFDEMOLITION.

3. ALL SAWCUT LINES SHALL BE STRAIGHT AND CLEAN
TO PROVIDE A NEAT MATCH CONDITION.

4. CONCRETE REMOVAL SHALL BE TO THE JOINT OR

SCORE MARK NEAREST TO THE SAWCUT LINESHOWN ON THE PLANS, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

5. CONTRACTOR TO REMOVE ALL EXISTING
CONFLICTING STRIPING.

REMOVE TREE, GRIND STUMP, AND REMOVEROOTS AS NECESSARY RT PP
4TH STREET

STATIONING ALONG RIGHT-OF-WAY CENTERLINE
4TH STREET

STATIONING ALONG RIGHT-OF-WAY CENTERLINE
PP WROUGHT IRON FENCE R1-1
SL PP
PP
PP R1-1
SNS

PP TREE
R1-1 PP
CLF PP
(E) TREE, TYP.
(E) TREE TYP.
(E) TREE, TYP.
(E) TREE, TYP.
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) SIDEWALK
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
CR PP
RT
RT
84 Section 9, Item C

V V V V

V V V V V V V V V V V V V V V V
V
V V

V V V V V V V V V V V V V V
V
V
E
80'
40' 40'

28.2' 27.9'

W W W W W W
W
W
W
W
W
W
W
W
W
W W
W W W
W
OE OE
STA 10+72.20 (0.00' )

BEGIN DEMOLITION
STA 14+91.83 (0.00' )

END DEMOLITION
STA 10+77.69 (43.92' LT)

BEGIN C&G DEMOLITION
STA 10+87.71 (53.13' LT)

BEGIN SW DEMOLITION
STA 10+97.64 (38.64' LT)

END SW DEMOLITION
STA 10+93.19 (28.44' LT)

END C&G DEMOLITION
STA 10+77.74 (43.82' RT)

BEGIN C&G DEMOLITION
STA 10+88.03 (47.26' RT)

BEGIN SW DEMOLITION
STA 10+96.66 (38.53' RT)

END SW DEMOLITION
STA 10+93.18 (28.32' RT)

END C&G DEMOLITION
3'3'
CENTERLINE OF5TH ST & E MAIN STSTA 10+49.37 (0.00' )
105
106
STA 11+83.21 (28.29' RT)

BEGIN C&G DEMOLITION
STA 12+93.40 (37.89' RT)

BEGIN SW DEMOLITION
STA 13+45.70 (37.97' RT)

END SW DEMOLITION
STA 13+43.70 (28.43' RT)

END C&G DEMOLITION
STA 13+00.03 (25.98' LT)

BEGIN AC REMOVAL

25.9'
3' CENTERLINE OF
5TH ST & E MAIN STSTA 15+29.90 (0.00' )
10+00 11+00 12+00
13+00
14+00 15+00
V
V
S
W W
80'
40' 40'
28' 27.8'

OE OE OE OE OE OE
STA 19+86.60 (0.00' )

END DEMOLITION
STA 15+69.29 (0.00' )

BEGIN DEMOLITION
STA 19+81.34 (43.60' LT)

END C&G DEMOLITION
STA 19+71.59 (51.08' LT)

END SW DEMOLITION
STA 19+58.48 (37.86' LT)

BEGIN SW DEMOLITION
STA 19+65.76 (28.34' LT)

BEGIN C&G DEMOLITION
STA 19+65.08 (28.19' RT)

BEGIN C&G DEMOLITION
STA 19+59.58 (37.55' RT)

BEGIN SW DEMOLITION
STA 19+71.45 (49.24' RT)

END SW DEMOLITION
STA 19+80.68 (43.65' RT)

END C&G DEMOLITION
3'
3'
104
103
16+00 17+00 18+00 19+00 20+00 20+57

CENTERLINE OF
5TH ST & E TUOLUMNE ST
STA 20+09.28 (0.00' )

POINT TABLE
POINT #
103104105106

NORTHING
2113968.17
2113615.212113295.31
2113204.06

EASTING
6362494.846362732.686363085.446363090.32

ELEVATION
305.81
307.37308.09307.59

DESCRIPTION

SET MAG NAILSET MAG NAILSET MAG NAIL

FD MAG NAIL
LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA
CIVIL
5TH STREET DEMOLITION PLAN
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
C2
3 14
5/21/2025 10:37 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\02_Plans_Maps\C2 5TH STREET DEMOLITION PLAN.dwg -Trent Pires 0 15 30 60

SCALE IN FEET

MATCHLINE
STA 15+30

SEE BELOW LEFT

MATCHLINE
STA 15+30 SEE ABOVE RIGHT

WARNING

POWER LINES

OVERHEAD
04/17/2025

E MAIN ST

E MERCED ST

E TUOLUMNE ST

R/W R/W

R/W R/W
5TH STREET

STATIONING ALONG RIGHT-OF-WAY CENTERLINE
5TH STREET

STATIONING ALONG RIGHT-OF-WAY CENTERLINE
PP SL
PP R1-1
SNS PP
PP

WROUGHT

IRONFENCE
PP
PP
SDDI
SDDI
PP R1-1
PP R1-1
PP UP
SL PP

PP SDDI
(E) CURB & GUTTER (E) CURB & GUTTER
(E) CURB & GUTTER
(E) TREE, TYP.
(E) TREE TYP.
(E) CURB & GUTTER(E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) TREE, TYP.
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK

CONSTRUCTION CALLOUTS

PP PROTECT IN PLACE

REMOVE EXISTING CONCRETE, INCLUDING

TRUNCATED DOMES

CONSTRUCTION LEGEND

REMOVE EXISTING AC AND AB NEATLY TO

SAWCUT EDGEGRIND EXISTING AC

CONSTRUCTION NOTES

1. ALL IMPROVEMENTS NOT SPECIFICALLY NOTED TO
BE REMOVED OR ALTERED SHALL BE PROTECTED INPLACE UNLESS OTHERWISE APPROVED BY THEENGINEER.

2. LIMITS OF PAVEMENT REMOVAL SHALL BE APPROVED
BY ENGINEER IN FIELD PRIOR TO START OFDEMOLITION.

3. ALL SAWCUT LINES SHALL BE STRAIGHT AND CLEAN
TO PROVIDE A NEAT MATCH CONDITION.

4. CONCRETE REMOVAL SHALL BE TO THE JOINT OR

SCORE MARK NEAREST TO THE SAWCUT LINESHOWN ON THE PLANS, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

5. CONTRACTOR TO REMOVE ALL EXISTING
CONFLICTING STRIPING.

SAND BLAST EXISTING STRIPING OR MARKINGOUTSIDE OF PAVEMENT REHABILITATION LIMITS SB

REMOVE TREE, GRIND STUMP, AND REMOVEROOTS AS NECESSARY RT RT
RT
SB
85 Section 9, Item C
V
V V
V
V
V V
V V
V V
V

V V V V V V V

V V V V V V V V V V V
V V V
10+00
11+00 12+00 13+00 14+00
80'
40' 40'
28' 27.8'

W W W W W W
W

W W W W

G G G G G G

OE OE OE OE OE OE

OE OE OE
STA 10+23.18 (0.00' )

BEGIN GRIND & OVERLAY
STA 11+59.90 (38.9' LT)
C 307.76
STA 11+89.90 (38.9' LT)
C 307.81

2.0% 2.0%

1.9%

2.6% 2.2%
LIP 307.21± LIP 307.35±
LIP 307.21± LIP 307.23±
AC 307.72 AC 307.75 AC 307.77 AC 307.92
AC 307.93±

MATCH (E)
AC 307.41±

MATCH (E)

1.7% 1.3%
STA 11+31.24 (28.1' RT) DA
STA 13+01.02 (28.5' RT) DA STA 13+04.68 (28.3' LT) DA
STA 13+22.07 (28.3' LT) DA
STA 14+56.76 (0.0' )

END GRIND & OVERLAY

1.6%

V V V V V V V V

V V V V

V V V V V V V
V
15+00
16+00 17+00 18+00 19+00
80'
40' 40'

27.7' 28.4'

W W W W W W W
STA 15+22.84 (0.00' )

BEGIN GRIND & OVERLAY
STA 19+38.05 (0.00' )

END GRIND & OVERLAY
STA 15+02.32 (0.00' )

BEGIN PAVEMENT RECONSTRUCTION

1.7% 2.6%

2.8% 2.3%

2.9% 3.0%

2.3% 2.8%
LIP 307.64± LIP 307.74± LIP 307.78± LIP 308.01±
LIP 307.42± LIP 307.61± LIP 307.76±
LIP 307.87
AC 308.09 AC 308.34 AC 308.53 AC 308.59 AC 308.25±

MATCH (E)
AC 307.45±

MATCH (E)
AC 307.73
AC 308.17±

MATCH (E)
AC/LIP 308.09±

MATCH (E)
LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA
CIVIL
4TH STREET STA 10+00-19+50
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
C3
4 14
5/21/2025 10:37 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\02_Plans_Maps\C3 4TH STREET STA 10+00-19+50.dwg -Trent Pires 0 15 30 60

SCALE IN FEET

MATCHLINE
STA 14+80

SEE BELOW LEFT

MATCHLINE
STA 14+80 SEE ABOVE RIGHT

WARNING

POWER LINES

OVERHEAD
04/17/2025

E VINE STREET

E FRESNO ST

E MAIN ST

E FRESNO ST

E NELSON ST
D11
D12
D13
D22
D23

CONSTRUCTION CALLOUTS

CONSTRUCT CONCRETE CURB RAMP PER CITY OF
FOWLER STD DWG ST-12A CRA

PP PROTECT IN PLACE
GRIND EXISTING PAVEMENT TO A DEPTH OF0.21'. PLACE 0.21' OF TYPE A AC OVERLAY INONE LIFT.

CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D

SAWCUT AND REMOVE (E) VALLEY GUTTER ANDCONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13
VG

CONSTRUCTION NOTES

1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO
REMAIN UNLESS OTHERWISE NOTED ON PLANS.

CRC CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12C CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 4" THICK CONCRETE OVER 6" CNS
COMPACTED TO 95% RELATIVECOMPACTION.
6" THICK CONCRETE OVER 6" CNS
COMPACTED TO 95% RELATIVECOMPACTION.

CONSTRUCT CONCRETE SIDEWALK PER CITY OF
FOWLER STD DWG ST-11. TRANSITION CONCRETE
TO MATCH EXISTING. SEE DETAIL 5, ON SHEET C7.
4TH STREET

STATIONING ALONG CENTERLINE
4TH STREET

STATIONING ALONG CENTERLINE
CRD
CRD
CRD
CRD
(E) R/W (E) R/W
(E) R/W
(E) R/W (E) R/W
(E) R/W (E) R/W
VG
CRC
PP
CRD

LIGHT POLEPP
R1-1 PP
CRA
PP
PP

WROUGHT

IRON FENCE
R1-1
SNS

FENCE PP
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) TREE, TYP.
(E) TREE, TYP.

EXISTING PAVING THICKNESS

LOCATION AC OILED SAND

2.5" 2.5"2.5" 2.5"
C3C4
C4
C3
SW
D41 D42
D43
CG
CG CG
D14
D21
SW
86 Section 9, Item C
10+00 11+00 12+00 13+00 14+00 15+00
E
V

V V V V

V V V V V V V V V V V V V V
V
V
10+00 11+00 12+00
13+00
14+00 15+00

W W W W W W
W
W
W
W
W
W
W
W
W
W W
W W W
W
OE OE
STA 14+91.83 (0.00' )

END PAVEMENT RECONSTRUCTION
STA 10+72.20 (0.00' )

BEGIN GRIND & OVERLAY
80'
40' 40'

28.2' 27.9'

2.2% 2.5%

2.6%

2.8%

2.1% 2.1%
LIP 307.58± LIP 307.42± LIP 307.05±
LIP 307.51±

2.3%
LIP 307.08±
AC 308.15 AC 308.09 AC 307.88 AC 307.62
AC 307.37±

MATCH (E)
AC 308.17±

MATCH (E)
STA 13+08.40 (28.5' RT) DA
STA 13+33.70 (28.5' RT) DA
STA 13+00.00 (0.00' )

BEGIN PAVEMENT RECONSTRUCTION
LIP 307.16±

MATCH (E)
AC 307.03±

MATCH (E)
AC 306.94±

MATCH (E)
LIP 306.94±
LIP 306.77±

2.5%
16+00 17+00 18+00 19+00 20+00 20+57
S
W W
V

V V V V
V
V
16+00 17+00 18+00 19+00 20+00 20+57

OE OE OE OE OE OE
STA 19+87.65 (0.00' )

END GRIND & OVERLAY
STA 15+69.29 (0.00' )

BEGIN GRIND & OVERLAY
80'
40' 40'
28' 27.8'

3.0% 3.1%

3.2% 2.9%

2.8% 2.4%

2.3% 2.5%
LIP 306.67± LIP 306.02± LIP 305.64±
LIP 306.66± LIP 306.29± LIP 305.93± LIP 305.59±
LIP 306.35±
AC 307.32±

MATCH (E)
AC 305.66±

MATCH (E)
AC 307.30 AC 307.12 AC 306.65 AC 306.23
AC 307.32±

MATCH (E)
AC 307.32±

MATCH (E)
LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA
CIVIL
5TH STREET STA 10+00-20+00
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
C4
5 14
5/21/2025 10:38 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\02_Plans_Maps\C4 5TH STREET STA 10+00-20+00.dwg -Trent Pires 0 15 30 60

SCALE IN FEET

MATCHLINE
STA 15+30

SEE BELOW LEFT

MATCHLINE
STA 15+30 SEE ABOVE RIGHT

WARNING

POWER LINES

OVERHEAD
04/17/2025

E MAIN ST

E MERCED ST

E TUOLUMNE ST

E MAIN ST
D24D31
D32D33

CONSTRUCTION CALLOUTS

PP PROTECT IN PLACE
PLACE 0.25' TYPE A AC OVER 0.5' CLASS II
AB COMPACTED TO 95% RELATIVE
COMPACTION OVER 0.5' CNS COMPACTED
TO 95% RELATIVE COMPACTION PER CITY
OF FOWLER STD DWG ST-3. SEE DETAIL 2
ON SHEET C7.

CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D

CONSTRUCTION NOTES

1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO
REMAIN UNLESS OTHERWISE NOTED ON PLANS.

CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FOWLER STD DWG ST-10 DA CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FOWLER STD DWG ST-14 GRIND EXISTING PAVEMENT TO A DEPTH OF0.21'. PLACE 0.21' OF TYPE A AC OVERLAY INONE LIFT.

CONSTRUCTION LEGEND
PLACE 0.59' AC PLUG OVER 0.5'
COMPACTED NATIVE SOIL. PLACE 0.38' OF
AC UP TO 0.21' BELOW FINISHED GRADE,
THEN PLACE 0.21' LIFT OF AC
CONCURRENTLY WITH ADJACENT ACOVERLAY, SEE DETAIL 3 ON SHEET C7. 4" THICK CONCRETE OVER 6" CNS
COMPACTED TO 95% RELATIVECOMPACTION.
6" THICK CONCRETE OVER 6" CNS
COMPACTED TO 95% RELATIVECOMPACTION.
(E) R/W (E) R/W
(E) R/W (E) R/W
(E) R/W (E) R/W
(E) R/W (E) R/W
CRD
CRD
PP
PP
SDDI
SDDI
PP R1-1
5TH STREET

STATIONING ALONG RIGHT-OF-WAY CENTERLINE
5TH STREET

STATIONING ALONG RIGHT-OF-WAY CENTERLINE
CRD
CRD
PP
R1-1 PP
UP
PP
PP
R1-1
SDDI
PP
PP
R1-1
SL
PP R1-1

PP WROUGHT IRON FENCE
(E) TREE, TYP.
(E) TREE, TYP.
(E) TREE TYP.
(E) CURB & GUTTER (E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK

EXISTING PAVING THICKNESS

LOCATION AC OILED SAND

2.5" 2.5"2.5" 2.5"
C1C2
C1
C2

GRIND & REMOVE STUMP
D44
87 Section 9, Item C
6"
4"
VARIES
⅊
VARIES
7'-0" MIN.
4' MIN.

4.5% SLOPE MAX.
2'-0" 1.5%
6" - 95% RELATIVE

COMPACTION (NATIVE SOIL)
4'-0"
2'
6"

VARIES VARIES

LIMITS OF PAVEMENT
6"
VARIES
7'-0" MIN.
3'
MIN.

7.5%
MAX.

RAMP
TYP.

EX. CURB,

GUTTER &SIDEWALK

1.5%
MAX.

CURB & GUTTER
VARIES

SEE PLAN

PROPERTY LINE

SIDEWALK
C5
A-A
3'
MIN.

LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA
CIVIL

STANDARD DETAILS
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
C5
6 14
5/21/2025 10:38 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\04_Civil_Details\C5 STANDARD DETAILS.dwg -Trent Pires

SECTION A-A
A-A
C5
NOTES:

1. RAMPS NEED TO BE CONSTRUCTED WHERE THERE ARE NO
PEDESTRIAN FACILITIES. IF SUCH FACILITIES ARE ADDED
LATER THEN RAMPS MUST BE INSTALLED AT THAT TIME.

2. RAMPS TO BE LOCATED BY THE CITY ENGINEER.

3. SLOPE OF RAMP SHALL NOT EXCEED 1:12.

4. A LANDING 4' DEEP (MIN.) WITH A SLOPE OF 2% SHALL BE PROVIDED ADJACENT TO CURB. LANDING SHALL HAVE A
BROOM FINISH.

5. RAMP SIDE SLOPE SHALL BE 2%. ALL DEVIATIONS SHALL BE APPROVED BY THE CITY ENGINEER.

6. ALL CURB RAMPS SHALL HAVE A DETECTABLE WARNING
SURFACE THAT EXTENDS THE FULL WIDTH AND A MINIMUM 3'
DEPTH OF THE CURB RAMP, PER CALTRANS STANDARDDETAIL A88A. DETECTABLE WARNING SURFACE SHALL BEFEDERAL YELLOW IN COLOR.

7. THE EDGE OF THE DETECTABLE WARNING SURFACE
NEAREST THE STREET SHALL BE BETWEEN 6" AND 8" FROM
THE GUTTER FLOWLINE.

8. USE OF THIS RAMP SUBJECT TO APPROVAL BY CITY
ENGINEER.
88 Section 9, Item C
LICENSE NO:

DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA
CIVIL

STANDARD DETAILS
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
C6
7 14
5/21/2025 10:38 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\04_Civil_Details\C6 STANDARD DETAILS.dwg -Trent Pires

LIMITS OF PAVEMENT

EXISTING CURB & GUTTER

PROPERTY LINE
VARIES

SEE PLAN
2'-6"

TRANSITION
2'-6"
2'-6"

SCRIBE LINES
2'-6"

TRANSITION

SCRIBE LINES

MATCH (E)

1.5% MAX

MATCH (E)

EXISTING SIDEWALK EXISTING SIDEWALK

EXISTING LANDSCAPING
VARIES
VARIES
5'-0"
5'-0" PROPOSED SIDEWALK
2'-6"2'-6"

TYPICAL SIDEWALK TRANSITION

DOWEL DETAILS
A

SECTION A
DRILL AND EPOXY DOWELS 16" INTOEXISTING CONCRETE (TYP. OF 3)

SAWCUT EXISTINGCONCRETE TO A NEATCLEAN EDGE

GREASE DOWEL ENDS

BEFORE POURING
CONCRETE (TYP. OF 3)

PLAN VIEW AT CURB AND GUTTER
EXIST CONC. NEW CONC.

NEW CONCRETE

SIDEWALK
(E) CONCRETE

SIDEWALK
DRILL 3" DEEP HOLE IN (E) CONCRETE
FOR EACH BAR, THEN EPOXY IN PLACE.

COAT REMAINING BAR WITH OIL PRIOR TO

POURING CONCRETE FOR NEW
SIDEWALK.
3-TOTAL #4 SMOOTH BAR
#4 SMOOTH BAR @ 18" O.C. x 5"

ASPHALT PAVEMENT SECTION

ASPHALT PAVING PER

PROJECT SPECIFICATIONS

CLASS II AGGREGATE BASE COMPACTED
TO 95% RELATIVE COMPACTIONS PER

PROJECT SPECIFICATIONS
6" 2.5"

NATIVE SUBGRADE
NOTES

1. PAVEMENT SECTION IS DERIVED FROM GEOTECHNICAL ENIGINEER'S RECOMMENDATIONS AND IS BASED ON A T.I. OF 5.0 TO 6.0, TO BE

SELECTED BY THE CIVIL ENGINEER BASED ON THE ANTICIPATED LOAD AND FREQUENCY.

PAVEMENT SECTIONS

PROPOSED
LOCATION T.I. HMA AB
5TH STREET 6.0 2.5" 6"

2.5" TYPE A HMA

4.5" TYPE A HMA PLUG
6" CNS COMPACTED
TO 95% RC
(E) PAVEMENT

SECTION TO REMAIN

AFTER GRINDING

NOT TO SCALE

CURB &GUTTER

PAVEMENT PLUG SECTION DETAIL
8" 6"
6" 1 1/2"
2'-6"
1'-10 1/2"
6" 2"
1'-2"
7 1/2" 1'-10 1/2"
8" CONCRETE CURB
6" CNS COMPACTED
TO 95% RC
R1/2"
R1/2"
R1"
6 SACK CONCRETE
NOTES

1. TOP AND FACE OF CURB TO BE TROWELED
AND HAVE A LIGHT BRUSH FINISH. GUTTER

TO BE TROWELED AND HAVE LIGHT BRUSH
FINISH.

2. 1/4" TO 1/2" FELT EXPANSION JOINT TO BE
PLACED AT A MINIMUM OF 40 FEET AND DEEP
SCORE JOINTS AT A MINIMUM OF 20 FEET.

LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA
CIVIL

SITE DETAILS
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
C7
8 14
5/21/2025 10:38 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\04_Civil_Details\C7 SITE DETAILS.dwg -Trent Pires

BID SET
04/17/2025
DATE No. REVISION BY
COPYRIGHT 2023 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights.
455 W FIR AVENUE
CLOVIS, CALIFORNIA 93611-9166
559/449-2700 FAX 559/449-2715
https://provostandpritchard.com/ 04/17/2025
5 C7
1 C7
2 C7
3 C7
4 C7
90 Section 9, Item C
10+00 11+00 12+00 13+00 14+00
STA 10+30.15 (28.8' LT)
STA 14+38.49 (25.8' LT)
STA 14+53.65 (41.3' LT)
STA 10+41.49 (0.0' )
STA 10+30.83 (28.1' RT)
STA 14+38.73 (26.2' RT)
STA 14+53.63 (41.1' RT)
STA 14+38.61 (0.0' )
8'
TYP.
15+00 16+00 17+00 18+00 19+00
STA 15+05.39 (40.7' LT)
STA 15+20.44 (25.8' LT)
STA 15+20.43 (0.0' LT)
STA 15+05.53 (41.1' RT)
STA 15+20.42 (26.2' RT)
8'
TYP.

STA 19+28.98 (26.2' RT)
STA 19+17.87 (0.1' LT)
STA 19+28.75 (26.1' LT)
8'
TYP.

LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA

SIGNING AND STRIPING
4TH STREET STRIPING PLAN
REBEKAH M. BONGLO95,075
MM RMB
04/17/2025261923031261923311PD
S1
9 14
5/21/2025 10:39 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\02_Plans_Maps\S1 4TH STREET STRIPING PLAN.dwg -Trent Pires 0 15 30 60

SCALE IN FEET

MATCHLINE
STA 14+80

SEE BELOW LEFT

MATCHLINE
STA 14+80 SEE ABOVE RIGHT

WARNING

POWER LINES

OVERHEAD
04/17/2025

E VINE STREET

E FRESNO ST

E MAIN ST

E FRESNO ST

E NELSON ST

STRIPING CALLOUTSCONSTRUCTION NOTES

1. WORK SHALL BE DONE IN ACCORDANCE WITH THE 2023 EDITION

OF THE STATE OF CALIFORNIA DEPARTMENT OF

TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS,
INCLUDING ALL REVISIONS WITH EXCEPTION TO RSP A20A, RSP A20B, RSP A20C, AND RSP A20D, DETAIL 1 THROUGH 32 SHALL USE 4" WIDE STRIPE, THE LATEST CALTRANS ADOPTED EDITION OFTHE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (CA MUTCD), AND THE LATEST EDITION OF THE CITY OF

FOWLER STANDARD SPECIFICATIONS, DRAWINGS, AND SPECIAL
PROVISIONS.

2. THESE PLANS ARE ACCURATE FOR SIGNING AND STRIPING ONLY.3. ALL SIGNS SHALL BE TYPE III OR IV RETROREFLECTIVE SHEETING PER ASTM D4956-09. ALL SIGNS SHALL BE COVERED WITH A

TRANSLUCENT ANTI-GRAFFITI FLUOROPOLYMER FILM THAT DOES
NOT IMPAIR THE REFLECTIVITY OF THE SIGN.

4. WITH THE EXCEPTION OF BIKE LANE SYMBOLS, ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC.

GENERAL NOTES

1. CONTRACTOR TO REMOVE ALL EXISTING CONFLICTING STRIPING. 6"Y 6" DOUBLE YELLOW LANE LINE
"STOP" PAVEMENT MARKING PER CALTRANSSTANDARD PLAN A24D
CW PAINT WHITE STANDARD CROSS WALK PER CITY OF FOWLER STANDARD DRAWING ST-20.

YW PAINT YELLOW LADDER STYLE CROSS WALK PER CITY OF FOWLER STANDARD DRAWING ST-21.

CONSTRUCTION CALLOUTS
S1 INSTALL SIGN ON EXISTING POST. PROTECT IN PLACE EXISTING SIGN.

S INSTALL SIGN WITH FOUNDATION PER CITY OF FOWLER STANDARD DRAWING ST-18. (E) R/W (E) R/W (E) R/W (E) R/W
(E) R/W (E) R/W
(E) R/W (E) R/W
4TH STREET

STATIONING ALONG RIGHT-OF-WAY CENTERLINE
4TH STREET

STATIONING ALONG RIGHT-OF-WAY CENTERLINE
6"Y 400'
6"Y402'
CW
CW
(E) TREE, TYP.
(E) TREE TYP. (E) TREE, TYP.
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) TREE, TYP.
(E) TREE, TYP.
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) R1-1
ST
ST
YW
YW
ST

PROPOSED SIGNAGE

DESCRIPTION STATION OFFSET
SW24-2(CA) 10+32.71 32.0' RTSW24-2(CA) 10+41.12 30.0' LTSW24-1(CA) 11+41.12 30.0' LTSW24-3(CA) 13+38.75 30.0' RTSW24-2(CA) 14+38.75 30.0' RTSW24-2(CA) 15+20.42 29.5' LTSW24-3(CA) 16+20.42 29.5' LTSW24-3(CA) 18+18.00 30.0' RTSW24-2(CA) 19+18.00 29.5' RT S SW24-2(CA)
S SW24-2(CA)
S SW24-1(CA)
SW24-3(CA)
S SW24-2(CA)
S
S SW24-2(CA)
S SW24-3(CA)
SW24-3(CA)
S SW24-2(CA) S1
91 Section 9, Item C
E
V

V V V V

V V V V V V V V V V V V V V
V
V
10+00 11+00 12+00 13+00 14+00 15+00
80'
40' 40'

32.5' 23.5'
8'
TYP.

STA 10+79.69 (26.0' LT) STA 10+79.69 (25.9' RT)
STA 10+90.69 (0.00' RT)
BC
STA 14+91.83 (0.00' )
EC
8'
TYP.

STA 14+41.87 (4.57' RT)
BC
STA 14+66.85 (2.30' RT)
PRC
STA 11+15.69 (2.29' RT)
PRC
STA 11+40.69 (4.45' RT)
EC
S
W W
V

V V V V
V
V
16+00 17+00 18+00 19+00 20+00 20+57
80'
40' 40'
28' 27.8' 8' TYP. 8' TYP.

STA 15+64.49 (0.0' LT)
STA 19+78.61 (25.7' RT) STA 19+79.23 (25.8' LT)
STA 19+67.92 (0.0' LT)
LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA

SIGNING AND STRIPING
5TH STREET STRIPING PLAN
REBEKAH M. BONGLO95,075
MM RMB
04/17/2025261923031261923311PD
S2
10 14
5/21/2025 10:39 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\02_Plans_Maps\S2 5TH STREET STRIPING PLAN.dwg -Trent Pires 0 15 30 60

SCALE IN FEET

MATCHLINE
STA 15+30

SEE BELOW LEFT

MATCHLINE
STA 15+30 SEE ABOVE RIGHT

WARNING

POWER LINES

OVERHEAD
04/17/2025

E MAIN ST

E MERCED ST

E TUOLUMNE ST

E MERCED ST

PARKING LOT LAYOUT ANGLED
AT 45° PER CITY OF FOWLER
STD DWG M-2

STRIPING CALLOUTS
6"Y 6" DOUBLE YELLOW LANE LINE
"STOP" PAVEMENT MARKING PER CALTRANSSTANDARD PLAN A24D
CW PAINT WHITE STANDARD CROSS WALK PER CITY OF FOWLER STANDARD DRAWING ST-20.

YW PAINT YELLOW LADDER STYLE CROSS WALK PER CITY OF FOWLER STANDARD DRAWING ST-21.

CONSTRUCTION CALLOUTS
S1 INSTALL SIGN ON EXISTING POST. PROTECT IN PLACE EXISTING SIGN.

S INSTALL SIGN WITH FOUNDATION PER CITY OF FOWLER STANDARD DRAWING ST-18.

CONSTRUCTION NOTES

1. WORK SHALL BE DONE IN ACCORDANCE WITH THE 2023 EDITION

OF THE STATE OF CALIFORNIA DEPARTMENT OF

DEVICES (CA MUTCD), AND THE LATEST EDITION OF THE CITY OF

FOWLER STANDARD SPECIFICATIONS, DRAWINGS, AND SPECIAL
PROVISIONS.

2. THESE PLANS ARE ACCURATE FOR SIGNING AND STRIPING ONLY.3. ALL SIGNS SHALL BE TYPE III OR IV RETROREFLECTIVE SHEETING PER ASTM D4956-09. ALL SIGNS SHALL BE COVERED WITH A

TRANSLUCENT ANTI-GRAFFITI FLUOROPOLYMER FILM THAT DOES
NOT IMPAIR THE REFLECTIVITY OF THE SIGN.

4. WITH THE EXCEPTION OF BIKE LANE SYMBOLS, ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC.

GENERAL NOTES

1. CONTRACTOR TO REMOVE ALL EXISTING CONFLICTING STRIPING. (E) R/W (E) R/W
(E) R/W (E) R/W
(E) R/W
(E) R/W (E) R/W
5TH STREET

STATIONING ALONG RIGHT-OF-WAY CENTERLINE
5TH STREET

STATIONING ALONG RIGHT-OF-WAY CENTERLINE
6"Y 400'
6"Y402'
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) TREE, TYP.
(E) TREE, TYP.
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) TREE, TYP.
(E) TREE TYP.
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
(E) CURB & GUTTER
ST YW
YW
ST
(E) R1-1
(E) R1-1
(E) R1-1
(E) R1-1
(E) R1-1
(E) S1-1
S1 SW24-2(CA)
S SW24-3(CA)
S1 SW24-2(CA)
S SW24-3(CA)
SW24-3(CA)
S
SW24-2(CA) S1
SW24-3(CA)
S SW24-2(CA) S1

PROPOSED SIGNAGE

DESCRIPTION STATION OFFSET
SW24-2(CA) 10+89.87 29.5' LTSW24-3(CA) 11+90.65 30.0' LTSW24-3(CA) 13+90.30 30.0' RTSW24-2(CA) 14+90.71 20.5' RTSW24-2(CA) 15+71.11 19.8' LTSW24-3(CA) 16+64.53 30.0' LTSW24-3(CA) 18+54.32 30.0' RTSW24-2(CA) 19+67.54 30.3' RT 92 Section 9, Item C
V V V

V V V V V V V V V V

V V V V V V V V V V V V V
V V
R/W
R/W
R10'

4.3'
5'
5'
5'

5.4'

1.7'
13'

10.1'

5.2'
5'
3'

20.4'

20.1'
3'

5.3'
3'

1.8%

2.2%

36.4'

2.5'
5'
(E) SIDEWALK

5.9'
1'

1.5%

3.3%

4.5%

1.2%

1.5%

3.3%

4.5%
STA 10+37.96 (28.1' LT) EC
FL 307.07
STA 10+27.97 (37.8' LT) BC
TC
FL
307.53307.03calc
FL 307.01±

MATCH (E)
TC 307.30±

MATCH (E)
LIP 307.08±
MATCH (E) AC 307.19±

MATCH (E)
AC 307.29±

MATCH (E)
AC 307.21
FL 307.09±

MATCH (E)
TC 307.50±

MATCH (E)
LIP 307.15±MATCH (E)
TC/FL 307.56
FL 307.06
LIP 307.15
LIP 307.16
TC 307.57
FL 307.07
C 307.50±

MATCH (E)
C 307.53±

MATCH (E)
TC/C 307.45
TC/C 307.51
TC 307.51
C 307.32
TC 307.51
C 307.25
C 307.26
TC/C 307.44
TC/C 307.52
C 307.17
LIP 307.07
EG 307.66±

BEGIN C&G
STA 10+27.81 (43.0' LT)

END C&G
STA 10+43.64 (28.1' LT)
C 307.56
C 307.63±

MATCH (E)
C 307.52±

MATCH (E)
C 307.55
C 307.62

1.5%
V V V
V V V
V V V

V V V V V
V V
V V
R/W
3'

16.9'
4'
3'
3'

17.1'
4'
5'
4'
4'
2'

1.5%
(E) SIDEWALK (E) SIDEWALK
(E) DRIVEAPPROACH

1.5%

6.6%

0.5%

1.5%

0.5%

0.8%

1.5%

4.5%STA 10+33.58 (28.1' RT)
AC 307.26
AC 307.21
LIP 307.20±MATCH (E)
LIP 307.19±

MATCH (E)
FL 307.13±

MATCH (E)
FL 307.10±MATCH (E)
C 307.69±

MATCH (E)
C 307.90±

MATCH (E)
C 307.86±

MATCH (E)
C 307.67±

MATCH (E)
TC 307.63±
MATCH (E) TC 307.58±

MATCH (E)
TC/FL 307.12
LIP 307.20 LIP 307.23
TC/C 307.64
C 307.66
C 307.70
C 307.70
C 307.21
C 307.21
TC/C 307.71
FL 307.12
C 307.77

1.5%
TC 307.61
FL 307.11
TC/C 307.71
EG 307.75±
LIP/AC 307.54±MATCH (E)
STA 10+50.67 (27.7' RT)

V V V V V V V V V V

V V V V V V V V V V
V
V
R/W
R/W
R5'
4'
4'
5'
5'
5'
5'

20.5'

20.6'
7'
3'
5'

4.5'
5'
7'
3'
(E) SIDEWALK

2.5%

2.7%

1.6%
(E) SIDEWALK

6.9%

1.5%

7.5% 1.5%

0.6%

7.1%

7.5%

1.5%

0.2%

4.5%

4.5%
STA 14+36.23 (27.8' LT)
STA 14+51.68 (43.3' LT)
STA 14+46.73 (27.8' LT) BC
TC
FL
307.85307.18calc
STA 14+51.74 (32.8' LT) EC
TC
FL
307.83307.16calc
C 308.16±

MATCH (E)
C 308.08±

MATCH (E)
C 308.16±

MATCH (E)
C 308.06±

MATCH (E)
TC/C 308.12
TC/C 308.05
TC/C 308.12
TC/C 308.05
TC 308.12
C 307.60
TC 307.91
C 307.52
TC 307.94
C 307.57
FL 307.85FL 307.18
TC 307.83
FL 307.16
TC 307.82
FL 307.15
TC 307.86
FL 307.19
FL 307.20±

MATCH (E)
FL 307.14±

MATCH (E)
LIP 307.28±

MATCH (E)
TC 307.95±

MATCH (E)
AC 307.44
LIP 307.28
LIP 307.26
LIP 307.24
LIP 307.23
TC 307.85
C 307.54
TC 308.00±

MATCH (E)
LIP 307.23±MATCH (E) AC 307.30±

MATCH (E)
AC 307.37±

MATCH (E)
EG 308.24±

V V V V V V V V V V V

V V V V V V V V V V
V V V
R/W
R/W
R5'
4' 2'

3.8'
4'
7'
7' 5'

20.7'
3'
5'
3'
4'
3'

4.5'

20.6'
5'
(E) SIDEWALK
(E) SIDEWALK
5' 4.5'
2'

1.0%

0.9%

1.5%

7.5%

6.7% 7.5%

1.5%

7.5% 4.5% 4.5%

1.5%

0.8%
STA 14+51.57 (43.7' RT)
STA 14+36.24 (28.1' RT)
STA 14+46.74 (28.1' RT) BC
TC
FL
307.71calc307.21
STA 14+51.74 (33.2' RT) EC
TC
FL
307.72calc307.22
C 308.06±

MATCH (E)
C 308.08±

MATCH (E)
C 308.22±
MATCH (E) C 308.08± MATCH (E)
TC/C 308.08
TC/C 308.01
TC/C 308.14
TC/C 308.09
TC 307.83±

MATCH (E)
TC 307.80±

MATCH (E)
FL 307.24±
MATCH (E)LIP 307.35±MATCH (E)
AC 307.45±

MATCH (E)
FL 307.19±

MATCH (E)
LIP 307.26±

MATCH (E)
AC 307.36
AC 307.40±

MATCH (E)
TC 307.70
FL 307.20
TC 307.73
FL 307.23
LIP 307.29 LIP 307.29
LIP 307.31
LIP 307.31
TC 307.84
C 307.54
TC 307.71
C 307.55 TC 308.11 C 307.61
TC 307.87
C 307.57
C 308.19
C 308.12
EG 308.12± C 308.08
C 308.04

0.8%

1.3%

2.6%

2.4%
LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA

DETAILS

CURB RAMP DETAILS
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
D1
11 14
5/21/2025 10:40 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\04_Civil_Details\D1 CURB RAMP DETAILS.dwg -Trent Pires 0 2.5 5 10

SCALE IN FEET
1 D1
2 D1
3 D1
NW CR 4TH STREET & E VINE STREET
STATIONING ALONG 4TH STREET CENTERLINE
NE CR 4TH STREET & E NELSON STREET
STATIONING ALONG 4TH STREET CENTERLINE
SW CR 4TH STREET & E FRESNO STREET
STATIONING ALONG 4TH STREET CENTERLINE

WARNING

POWER LINES

OVERHEAD
04/17/2025
EXCAVATE EXISTING PAVEMENT SECTION.PLACE 0.25' TYPE A AC OVER 0.5' CLASS II AB COMPACTED TO 95% RELATIVE
COMPACTION OVER 0.5' CNS COMPACTED
TO 95% RELATIVE COMPACTION PER CITY
OF FOWLER STD DWG ST-3. SEE DETAIL 2
ON SHEET C7.

GRIND EXISTING PAVEMENT TO A DEPTH OF0.21'. PLACE 0.21' OF TYPE A AC OVERLAY INONE LIFT.

CONSTRUCTION CALLOUTS

CONSTRUCT CONCRETE CURB RAMP PER CITY OF
FOWLER STD DWG ST-12A CRA

PP PROTECT IN PLACE
CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D

SAWCUT AND REMOVE (E) VALLEY GUTTER ANDCONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13
VG

CONSTRUCTION NOTES

1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO
REMAIN UNLESS OTHERWISE NOTED ON PLANS.

TRANSITION CONCRETE SMOOTHLY TO MATCH

EXISTING TR

CONSTRUCT CONCRETE SIDEWALK PER CITY OF
FOWLER STD DWG ST-11 SW

REMOVE AND DISPOSE OF TREE, GRIND STUMP,

AND REMOVE ROOTS AS NECESSARY RT
DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A CRD
DW
TR
CG

CONTROL POINT CRC
DW
CG
TR
TR
CRD
DW
DW
TR
TR
CG
4TH STREET
4TH STREET
4TH STREET

E VINE STREET

E NELSON STREET

E FRESNO STREET

TREE PP
PP R1-1

PP STUMP
4 D1
SE CR 4TH STREET & E FRESNO STREET
STATIONING ALONG 4TH STREET CENTERLINE
CG
CRD
DW
DW
TR
TR

PP UTILITY POLE
4TH STREET

E FRESNO STREET
SW
PP VG
8" CURB PER DETAIL 4,
SHEET C7
93 Section 9, Item C

V V V V V V V V V V V V V V
V V V

V V V V V V V
3'

3.2'

5.5'
R5'
3'

4.4'
3'

4.4'
5' 5' 4' 2' 5' 5' 4' 2'

5.5'

3.9'

4.1'

0.9'
(E) SIDEWALK
(E) SIDEWALK

0.25%

0.25%
STA 15+07.57 (43.6' RT)
STA 15+07.54 (33.1' RT) BC
TC
FL
307.79calc307.29
STA 15+22.92 (28.2' RT)
C 308.14±

MATCH (E)
C 308.19±

MATCH (E)
C 308.10±

MATCH (E)
C 308.16
C 308.09
C 308.09
C 308.15
TC 307.93±

MATCH (E)
TC 307.93±

MATCH (E)
FL 307.33±

MATCH (E)
LIP 307.43±

MATCH (E)
AC 307.52±

MATCH (E)
AC/LIP 307.47
FL 307.35±
MATCH (E) LIP 307.43
LIP 307.42
LIP 307.38
FL 307.28
LIP 307.42
STA 15+12.42 (28.2' RT) EC
TC
FL
307.79calc307.29

0.25%
TC 307.80
FL 307.30
TC/C 308.00
TC/C 308.08
TC/C 308.08
TC/C 308.00
TC 307.83
FL 307.33
TC 308.08
C 307.70
EG 308.20±
TC 307.79
C 307.60
TC 307.89
C 307.63
TC 307.91
C 307.66

1.5%1.5%1.5%

7.1%

0.9%

1.5%

1.3%

7.5% 2.1%

7.5% 7.5% 1.9%

7.5% 4.5%

4.5%
V

V V V V V V V V V V V V V V V V V V V V V V V V V V
V V V

V V V V V V V V V V
R5'

2.4' 4'
21'
4'
5'
5'
4'
5'
5'
4'
5'
6'
3'
3'
5'
5' (E) SIDEWALK
(E) SIDEWALK

1.0%

1.5%

1.5% 4.8% 4.8% 1.1% 7.5%7.5% 4.5%

4.5%

1.5%

1.4%

1.5%
STA 19+31.49 (44.1' LT)
STA 19+26.25 (28.1' LT) BC
TC
FL
308.31calc307.81
STA 19+31.23 (33.1' LT) EC
TC
FL
308.32calc307.82
C 308.52±

MATCH (E)
C 308.48±

MATCH (E)
C 308.50±

MATCH (E)
C 308.48±

MATCH (E)
TC/C 308.50
TC/C 308.42
TC/C 308.50
TC/C 308.42
TC 308.30±

MATCH (E)
TC 308.30
FL 307.80
TC 308.32
FL 307.82
LIP 307.88
LIP 307.89
LIP 307.90
LIP 307.91
AC 308.08±

MATCH (E)
AC 308.30±

MATCH (E)
TC 308.50
C 308.26
TC 308.38
C 308.20
TC 308.37
C 308.18
TC 308.32
C 308.18
TC 308.32
FL 307.82
TC 308.30
FL 307.80
FL 307.83±MATCH (E)
LIP 307.93±

MATCH (E)
C 308.50
C 308.42
EG 308.55±

2.5%

2.9%

4.1%

4.2%
89'

V V V V V V V V V V V V V
V V V
V V V
V V

V V V V V V V V V V
R/W
R/W
R5'
5' 10.1'

14.7'
3'
5'
3'
5'

5.5'
5' 5'
5'
5'
3'
21'
21'
3'
(E) SIDEWALK
(E) SIDEWALK

1.5%

1.3%

1.9%

7.5% 1.5% 2.6%

5.8%

4.5% 1.5%

4.5%

1.5%

0.8%
TC/C 308.00±

MATCH (E)
TC/C 308.04±

MATCH (E)
TC 307.90
FL 307.40
TC 307.93
FL 307.43
TC 307.98
FL 307.48
TC 308.01
FL 307.51
LIP 307.48
LIP 307.51
LIP 307.57
LIP 307.60
AC 307.54±

MATCH (E)
AC 307.64
AC 307.79±

MATCH (E)
TC/C 308.11±

MATCH (E)
TC/C 308.04±

MATCH (E)
TC 307.82±

MATCH (E)
FL 307.37±

MATCH (E)
LIP 307.45±

MATCH (E)
TC 307.94±
MATCH (E)FL 307.54±MATCH (E)
LIP 307.59±MATCH (E)
TC 308.20
FL 307.85
TC 307.98
FL 307.85
TC 307.95
FL 307.77
TC 308.00
STA 10+77.18 (32.9' LT) BC FL 307.77
TC
FL
307.93307.43calc
STA 10+82.19 (27.9' LT) EC
TC
FL
307.98307.48calc
STA 10+77.19 (43.9' LT)
STA 10+93.19 (27.9' LT)
EG 308.22±

3.5%

3.3%

2.7%
V V V

V V V V V V V V V V V V V V V

V V V V V V V
R/W
R/W
R5'
5' 5'

3.5'

4.8'
3'

4.4'
3'
4'
2'
5'
5'

3.9'

3.8'
3' 6' 11.6'
(E) SIDEWALK
(E) SIDEWALK
5' 5' 4' 2'

1.5%

7.5%

0.3%

1.0%

7.5%

4.5%

1.5%

0.15%

0.29%

0.25%

1.0%

0.5%
STA 15+07.11 (42.9' LT)
STA 15+22.76 (27.5' LT)
STA 15+07.16 (32.5' LT) BC
TC
FL
307.63307.13calc
STA 15+11.93 (27.6' LT) EC
TC
FL
307.65307.15calc
C 308.04±
MATCH (E) C 308.02± MATCH (E)
C 308.04±

MATCH (E)
C 308.03±

MATCH (E)
TC 307.76±

MATCH (E)
TC 307.91±

MATCH (E)
FL 307.10±

MATCH (E)
FL 307.18±MATCH (E)
LIP 307.19±

MATCH (E)
AC/LIP 307.32
TC/C 307.93
TC/C 307.85
TC/C 307.89
TC/C 307.88
TC 307.65
FL 307.15
TC 307.67
FL 307.17
TC 307.63
FL 307.13
TC 307.62
FL 307.12
LIP 307.20
LIP 307.26
LIP 307.29
FL 307.14
LIP 307.25
TC 307.74
C 307.48
TC 307.91
C 307.55
TC 307.78
C 307.54
TC 307.64
C 307.49
C 307.99
C 307.94
C 307.99
C 307.97
EG 308.06±
AC 307.29±

MATCH (E)

2.4%

V V V V V
V

BEGIN C&G
STA 18+50.45 (27.9' LT)
AC 307.88
TC 308.25±

MATCH (E)
FL 307.69±MATCH (E)
LIP 307.78±MATCH (E)
TC 308.19
FL 307.69
LIP 307.86
3'
(E) SIDEWALK
(E) DRIVEWAY
LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA

DETAILS

CURB RAMP DETAILS
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
D2
12 14
5/21/2025 10:40 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\04_Civil_Details\D2 CURB RAMP DETAILS.dwg -Trent Pires 0 2.5 5 10

SCALE IN FEET
2 D2
3 D2
4 D2

WARNING

POWER LINES

OVERHEAD
04/17/2025
NE CR 4TH STREET & E FRESNO STREET
STATIONING ALONG 4TH STREET CENTERLINE
SW CR 4TH STREET & E MAIN STREET
STATIONING ALONG 4TH STREET CENTERLINE
NW CR 5TH STREET & E MAIN STREET
STATIONING ALONG 5TH STREET CENTERLINE
DW
DW
DW
DW
DW
CRD
CRD
CRD
TR
TR TR
TR
CG
CG
CG
VG
TR
TR
R1-1 PP
PP SNS
RT
PP

PP VAULT
R1-1

TREE PP

LIGHT POLE PP

E FRESNO STREET
4TH STREET
4TH STREET

E MAIN STREET

E MAIN STREET
5TH STREET
NW CR 4TH STREET & E FRESNO STREET
STATIONING ALONG 4TH STREET CENTERLINE
CRD
DW
DW
TR
TR
VG
4TH STREET

E FRESNO STREET

TREE PP

PP TREE
1 D2
DW
EXCAVATE EXISTING PAVEMENT SECTION.PLACE 0.25' TYPE A AC OVER 0.5' CLASS II AB COMPACTED TO 95% RELATIVE
COMPACTION OVER 0.5' CNS COMPACTED
TO 95% RELATIVE COMPACTION PER CITY
OF FOWLER STD DWG ST-3. SEE DETAIL 2
ON SHEET C7.

GRIND EXISTING PAVEMENT TO A DEPTH OF0.21'. PLACE 0.21' OF TYPE A AC OVERLAY INONE LIFT.

CONSTRUCTION CALLOUTS

CONSTRUCT CONCRETE CURB RAMP PER CITY OF
FOWLER STD DWG ST-12A CRA

PP PROTECT IN PLACE
CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D

SAWCUT AND REMOVE (E) VALLEY GUTTER ANDCONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13
VG

CONSTRUCTION NOTES

1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO
REMAIN UNLESS OTHERWISE NOTED ON PLANS.

TRANSITION CONCRETE SMOOTHLY TO MATCH

EXISTING TR

CONSTRUCT CONCRETE SIDEWALK PER CITY OF
FOWLER STD DWG ST-11 SW

REMOVE AND DISPOSE OF TREE, GRIND STUMP,

AND REMOVE ROOTS AS NECESSARY RT
DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A

FENCE PP

TREE PP
94 Section 9, Item C
V V
V
V V

V V V V V V V V V V V
V
V V
V V V V V V V V V V R5'
R/W
R/W
3'
5'
3'
5'
5'
5'
5'
9'
9'

5.1'
5'
3'
3'
21'
21'
(E) SIDEWALK
(E) SIDEWALK
5'

1.5%

1.9% 1.5%

1.0%

0.4%

7.5% 0.7%

7.5%

4.5%

4.5% 2.0% 1.8% C 307.99± MATCH (E) C 308.04± MATCH (E)
C 308.07±

MATCH (E)
C 308.05±

MATCH (E)
TC 307.96
FL 307.46
TC 307.97
FL 307.47
TC 307.99
FL 307.49
TC 308.00
FL 307.50
LIP 307.54
LIP 307.55
LIP 307.57
LIP 307.58
AC 307.77±

MATCH (E)
AC 307.64±

MATCH (E)
LIP 307.57±

MATCH (E)
LIP 307.52±MATCH (E)
TC 308.00
C 307.84
FL 307.45±

MATCH (E)
FL 307.51±

MATCH (E)
TC 307.88±

MATCH (E)
TC 307.86±

MATCH (E)
AC 307.57
STA 10+77.17 (32.8' RT) BC
TC
FL
307.99calc307.49
STA 10+82.19 (27.8' RT) EC
TC
FL
307.97calc307.47
TC/C 307.83
TC/C 307.87
C 307.90
STA 10+93.19 (27.8' RT)
STA 10+77.24 (43.8' RT)
EG 307.99±

2.5%

2.1%

2.9%
V V
V

V V V V V V V V V V V V V V V
V V

V V V V V V V V V V V
R5'
R/W
R/W
2' 7'
2'
5'
5'
4'
3'
5'
3'
5'
5'
4'
5'

3.9'
4'

23.1'
(E) SIDEWALK
(E) SIDEWALK
5' 7'
5'

1.5%

0.2%

1.4% 0.5%

1.6% 1.6% 1.5%

1.5%

7.5%

1.5%

0.2%

4.5%

4.5%
C 305.94±

MATCH (E)
C 305.85±

MATCH (E)
C 305.92±

MATCH (E)
C 305.84±

MATCH (E)
C 305.89
C 305.81
C 305.83
C 305.91
TC 305.85
C 305.65
TC 305.86
FL 305.36 TC 305.84
FL 305.34
TC 305.81
FL 305.31TC 305.79
FL 305.29
TC 305.82±

MATCH (E)
FL 305.38±

MATCH (E)
LIP 305.53±

MATCH (E)
AC 305.60
AC 305.49±

MATCH (E)
AC 305.72±

MATCH (E)
TC 305.81±

MATCH (E)
FL 305.27±

MATCH (E)
LIP 305.37±MATCH (E)
STA 19+76.75 (27.6' LT) BC
TC
FL
305.84calc305.34
STA 19+81.86 (32.6' LT) EC
TC
FL
305.81calc305.31
C 305.83 C 305.73
C 305.76
C 305.84
C 305.77
TC/C 305.65
TC/C 305.72
LIP 305.44
LIP 305.42
LIP 305.39LIP 305.37
EG 305.83±
STA 19+65.75 (27.7' LT)
STA 19+81.84 (43.6' LT)

3.8%

2.6%

3.9%
3'
V V
V

V V V V V

V V V V V
V
V

V V V V V

V V V V V V V V V V R/W
R/W
5'
5'
2' 4'
5'
5'

3.9'

3.9'
5'

21.5'

20.8'
3'
5'
3'
5' 5'
4' 2'
(E) SIDEWALK
(E) SIDEWALK
3'

3.0% 3.0% 0.5% 6.9%

1.5%

2.9% 2.9% 1.5% 7.5% 4.5% 4.5%

1.5%

1.5%1.5%
C 305.97±

MATCH (E)
C 306.02±

MATCH (E)
C 306.09±

MATCH (E)
C 306.01±

MATCH (E)
C 305.91 C 305.79
C 305.99 C 305.87
C 305.95
C 305.84
C 306.03
C 305.91
TC/C 305.64
TC/C 305.69
C 305.71
TC 305.84
FL 305.34
TC 305.83
FL 305.33
TC 305.74
FL 305.24
TC 305.76
FL 305.26
LIP 305.35
LIP 305.32
LIP 305.41
LIP 305.43
TC 305.74±

MATCH (E)
FL 305.28±

MATCH (E)
LIP 305.44±

MATCH (E)
AC 305.52 AC 305.61±

MATCH (E)
AC 305.52±

MATCH (E)
TC 305.85±

MATCH (E)
FL 305.35±MATCH (E)
LIP 305.47±MATCH (E)
TC 305.83
C 305.62
STA 19+76.08 (27.7' RT) BC
TC
FL
305.74calc305.24
STA 19+81.08 (32.7' RT) EC
TC
FL
305.83calc305.33
EG 305.83±

3.9%
STA 19+65.08 (27.5' RT)
STA 19+81.18 (43.7' RT)
FL,LP 305.05

4.5%

3.7%

3.1%
LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA

DETAILS

CURB RAMP DETAILS
REBEKAH M. BONGLO
95,075
MM RMB
04/17/2025261923031261923311PD
D3
13 14
5/21/2025 10:41 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\04_Civil_Details\D3 CURB RAMP DETAILS.dwg -Trent Pires 0 2.5 5 10

SCALE IN FEET

WARNING

POWER LINES

OVERHEAD
04/17/2025
1 D3
2 D3
3 D3
NE CR 5TH STREET & E MAIN STREET
STATIONING ALONG 5TH STREET CENTERLINE
SW CR 5TH STREET & E TUOLUMNE STREET
STATIONING ALONG 5TH STREET CENTERLINE
SE CR 5TH STREET & E TUOLUMNE STREET
STATIONING ALONG 5TH STREET CENTERLINE
EXCAVATE EXISTING PAVEMENT SECTION.PLACE 0.25' TYPE A AC OVER 0.5' CLASS II AB COMPACTED TO 95% RELATIVE
COMPACTION OVER 0.5' CNS COMPACTED
TO 95% RELATIVE COMPACTION PER CITY
OF FOWLER STD DWG ST-3. SEE DETAIL 2
ON SHEET C7.

GRIND EXISTING PAVEMENT TO A DEPTH OF0.21'. PLACE 0.21' OF TYPE A AC OVERLAY INONE LIFT.

CONSTRUCTION CALLOUTS

CONSTRUCT CONCRETE CURB RAMP PER CITY OF
FOWLER STD DWG ST-12A CRA

PP PROTECT IN PLACE
CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D

SAWCUT AND REMOVE (E) VALLEY GUTTER ANDCONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13
VG

CONSTRUCTION NOTES

1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO
REMAIN UNLESS OTHERWISE NOTED ON PLANS.

TRANSITION CONCRETE SMOOTHLY TO MATCH

EXISTING TR

CONSTRUCT CONCRETE SIDEWALK PER CITY OF
FOWLER STD DWG ST-11 SW

REMOVE AND DISPOSE OF TREE, GRIND STUMP,

AND REMOVE ROOTS AS NECESSARY RT
DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A CRD

CONTROL POINT
DW
DW
TR
TR
PP R1-1 SNS
CG
CRD
TR
TR
DW
DW
DW
DW
TR
TR
CG

CONTROL POINT
PP DI
R1-1 PP
R1-1 PP

PP UTILITY POLE
5TH STREET

E MAIN STREET
5TH STREET
5TH STREET

E TUOLUMNE STREET

PP PULL BOX
95 Section 9, Item C
V V V
V V

V V V V V V V V V V V V V V V V
V

R/W R/W

5.5'

11.2'
3' 3'
2' 2'2'
3'

3.9'

3.9'
(E) DRIVEWAY

1.5%

9.9%

10.1%

1.5%

1.5%
C 307.69±

MATCH (E)
C 307.81±

MATCH (E)
C 307.62±

MATCH (E)
C 307.77±

MATCH (E)
C 307.71 C 307.74
C 307.77
C 307.78±

MATCH (E)
TC/FL 307.06 TC/FL 307.07
LIP 307.22 LIP 307.24
TC 307.55
FL 307.05
LIP 307.22
TC 307.58
FL 307.08
LIP 307.15±

MATCH (E)
FL 307.05±

MATCH (E)
TC 307.43±

MATCH (E)
AC 307.22

BEGIN C&G
STA 11+20.62 (27.6' RT)
C 307.72 C 307.74
C 307.80±

MATCH (E)
C 307.80±

MATCH (E)

1.5%
C 307.78

4.1'

77.3'
(E) SIDEWALK
V

V V V V V V V V V V V V V V V V V V V V
V V

5.5'
3' 3' 2'

10.6'

3.9'

38.8'
(E) SIDEWALK (E) SIDEWALK
(E) DRIVEWAY
(E) WALKWAY
2'

1.5%

12.4%

12.0%

1.5%

1.5%
AC 307.39
AC 307.36
LIP 307.30±

MATCH (E)
LIP 307.34±

MATCH (E)
FL 307.18±

MATCH (E)
FL 307.17±

MATCH (E)
TC 307.58±

MATCH (E)
TC 307.63±

MATCH (E)
C 308.04±

MATCH (E)
C 307.91±

MATCH (E)
C 308.00±

MATCH (E)
C 307.92±

MATCH (E)
TC 307.68
FL 307.18
LIP 307.35
TC/FL 307.18
LIP 307.35
TC/FL 307.18
LIP 307.35
TC 307.68
FL 307.18
LIP 307.34
C 308.01±

MATCH (E)
C 308.04±

MATCH (E)

BEGIN C&G
STA 12+90.73 (28.0' RT)
TC 307.67
FL 307.17
LIP 307.34
C 307.98 C 307.95
C 307.94
C 308.04±

MATCH (E)
C 308.01

0.4%
C 307.98
C 307.99
2' 2.2' 3'
C 308.05±

MATCH (E)
4'

1.5%

V V V V V V V V V V V V V V V V V V V V V V V
V
R/W

5.5'

2.4' 3'

5.5'
4'
5'
3'
3'
9' 9'
5'
3' 2'

4.9'

4.9'
(E) DRIVEWAY
(E) DRIVEWAY
(E) SIDEWALK (E) SIDEWALK
2'

1.5%

8.5%

8.3%

8.1%

1.5%

1.5%
C 307.93±

MATCH (E)
C 307.93±

MATCH (E)
C 307.97±

MATCH (E)
C 307.93±

MATCH (E)
C 307.93±
C 307.93± MATCH (E)

MATCH (E)
C 307.93
C 307.86
C 307.86
C 307.85
C 307.85
TC 307.79
FL 307.29
TC 307.78
FL 307.28
TC 307.77
FL 307.27
TC 307.76
FL 307.26
AC 307.47
LIP 307.43±

MATCH (E)
FL 307.29±

MATCH (E)
TC 307.78±

MATCH (E)
LIP 307.44 LIP 307.44
LIP 307.43
TC/FL 307.27
TC/FL 307.27
LIP 307.43
LIP 307.44 TC/FL 307.28 TC/FL 307.29
LIP 307.45 LIP 307.45 STA 12+97.18 (27.9' LT)
C 307.93
C 307.86 C 307.85
C 307.93
C 307.85
C 307.93
C 307.86 C 307.86
C 307.93±

MATCH (E)
C 307.93

0.9%

0.9%
LIP 307.46
127.4'
3'
V

V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V

R/W R/W

5.5' 4.3'

5.5'
4'
4'
3' 3' 3' 3'
2' 4'
20' 10'
2'

3.8'

3.9'
(E) DRIVEWAY
(E) DRIVEWAY
(E) SIDEWALK (E) SIDEWALK

1.5%

6.6%

6.5%

1.7%

1.5%

6.3%

6.2%
C 307.65±

MATCH (E)
C 307.59±

MATCH (E)
C 307.54±

MATCH (E)
C 307.58±

MATCH (E)
TC 307.42±

MATCH (E)
FL 307.06±

MATCH (E)
LIP 307.16±MATCH (E)
AC 307.23
C 307.64±

MATCH (E)
C 307.60±

MATCH (E)
C 307.58±

MATCH (E)
C 307.56±

MATCH (E)
TC 307.56
FL 307.06
TC 307.58
FL 307.08
TC 307.59
FL 307.09
LIP 307.26 LIP 307.25
TC 307.63
FL 307.13
LIP 307.30
TC/FL 307.06
TC/FL 307.13 TC/FL 307.09
TC/FL 307.08
C 307.54
C 307.53
C 307.58 C 307.53 C 307.52
C 307.58
C 307.50 C 307.49
C 307.65 C 307.55
LIP 307.25 LIP 307.23
LIP 307.22
LIP 307.29 LIP 307.26
STA 12+95.40 (27.9' RT)

2.3%

2.2%

2.1%
3'
160.5'
V
V

V V V V V V V
LIP 307.26±

MATCH (E)
FL 307.16±

MATCH (E)
TC 307.35±

MATCH (E)
AC 307.31
TC 307.65
FL 307.15
LIP 307.32
6'
(E) SIDEWALK

1.2%
V

V V V V V
LIP 307.35±MATCH (E)
FL 307.19±

MATCH (E)
TC 307.63±

MATCH (E)
AC 307.39
TC 307.69
FL 307.19
LIP 307.36
2'
(E) SIDEWALK
3'

1.0%

BEGIN C&G
STA 12+04.07 (28.0' LT)

V V V V V
V
TC 307.74±

MATCH (E)
FL 307.30±

MATCH (E)
LIP 307.37±MATCH (E)
AC 307.46

BEGIN C&G
STA 11+83.21 (27.8' RT)
TC 307.80
FL 307.30
LIP 307.47
2'
3'

2.5%
LICENSE NO:DESIGN ENGINEER:

SHEET
DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE
INCH. ADJUST SCALE FOR
REDUCED OR ENLARGED PLANS.
0 1"
PHASE:

PROJECT NO:
4TH & 5TH STREET IMPROVEMENTS

CITY OF FOWLER

FRESNO COUNTY, CA

DETAILS

DRIVE APPROACH DETAILS
REBEKAH M. BONGLO95,075
MM RMB
04/17/2025261923031261923311PD
D4
14 14
5/21/2025 10:42 AM G:\Fowler_City of-2619\261923031-5th_4th St Improvements\300 CAD\340 Sheet Sets\04_Civil_Details\D4 DRIVE APPROACH DETAILS.dwg -Trent Pires 0 2.5 5 10

SCALE IN FEET

BID SET
04/17/2025
DATE No. REVISION BY
COPYRIGHT 2023 by PROVOST & PRITCHARD ENGINEERING
GROUP, INC. ALL RIGHTS RESERVED
The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights.
455 W FIR AVENUE
CLOVIS, CALIFORNIA 93611-9166
559/449-2700 FAX 559/449-2715
https://provostandpritchard.com/ 04/17/2025
1 D4
2 D4
3 D4
4 D4
4TH STREET DRIVE APPROACH @ STA 11+20.62
STATIONING ALONG 4TH STREET CENTERLINE
4TH STREET DRIVE APPROACH@ STA 12+90.73
STATIONING ALONG 4TH STREET CENTERLINE
4TH STREET DRIVE APPROACHES STA 12+97.18
STATIONING ALONG 4TH STREET CENTERLINE
5TH STREET DRIVE APPROACHES @ STA 12+95.40
STATIONING ALONG 5TH STREET CENTERLINE
EXCAVATE EXISTING PAVEMENT SECTION.PLACE 0.25' TYPE A AC OVER 0.5' CLASS II AB COMPACTED TO 95% RELATIVE
COMPACTION OVER 0.5' CNS COMPACTED
TO 95% RELATIVE COMPACTION PER CITY
OF FOWLER STD DWG ST-3. SEE DETAIL 2
ON SHEET C7.

GRIND EXISTING PAVEMENT TO A DEPTH OF0.21'. PLACE 0.21' OF TYPE A AC OVERLAY INONE LIFT.

CONSTRUCTION CALLOUTS

CONSTRUCT CONCRETE CURB RAMP PER CITY OF
FOWLER STD DWG ST-12A CRA

PP PROTECT IN PLACE
CRD CONSTRUCT CONCRETE CURB RAMP PER CITY OF FOWLER STD DWG ST-12D

SAWCUT AND REMOVE (E) VALLEY GUTTER ANDCONSTRUCT NEW VALLEY GUTTER PER CITY OF FOWLER STD DWG ST-13
VG

CONSTRUCTION NOTES

1. EXISTING DRIVEWAYS, CURB, AND GUTTER TO
REMAIN UNLESS OTHERWISE NOTED ON PLANS.

TRANSITION CONCRETE SMOOTHLY TO MATCH

EXISTING TR

CONSTRUCT CONCRETE SIDEWALK PER CITY OF
FOWLER STD DWG ST-11 SW

REMOVE AND DISPOSE OF TREE, GRIND STUMP,

AND REMOVE ROOTS AS NECESSARY RT
DW DETECTABLE WARNING SURFACE PER CALTRANS STD DETAIL A88A DA
TR TR
CG
SW SW
DA
DA DA
DA DA
SW
SW
SW
SW
SW SW
TR TR
TR TR
TR TR
CG
CG
CG

TREE PP

TREE PP RT

PP TREE PP TREE

PP TREE

PP TREE
96 Section 9, Item C
Item
No. Quantity Unit Item Description Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount 1 1 LS Mobilization/Demobilization, Bonds, Insurance LS $60,000.00 LS $3,246.10 LS $11,000.00 LS $15,000.00 LS $20,720.00 LS $37,000.00 LS $6,300.00 LS $20,000.00 2 1 LS Vehicle and Pedestrian Traffic Control LS $10,000.00 LS $9,985.19 LS $11,000.00 LS $12,500.00 LS $18,459.00 LS $8,000.00 LS $14,000.00 LS $25,000.00 3 1 LS Dust Control LS $5,000.00 LS $3,246.11 LS $2,000.00 LS $4,000.00 LS $3,312.00 LS $1,000.00 LS $6,162.00 LS $5,000.004 1 LS Storm Water BMP Implementation LS $10,000.00 LS $1,623.05 LS $1,000.00 LS $2,000.00 LS $2,532.00 LS $3,500.00 LS $3,000.00 LS $10,000.005 5722.444 SY Sawcut & Remove Existing AC Pavement SY $8,242.00 $16.86 $15,477.48 $9.00 $8,262.00 $10.00 $9,180.00 $19.00 $17,442.00 $13.00 $11,934.00 $26.00 $23,868.00 $9.00 $8,262.006 5748 SF Sawcut & Remove Ex. Concrete Curb, Gutter & Sidewalk SF $26,388.00 $1.82 $9,605.96 $4.00 $21,112.00 $5.00 $26,390.00 $4.50 $23,751.00 $3.50 $18,473.00 $4.00 $21,112.00 $3.00 $15,834.007 9483 SY Pavement Grinding SY $28,449.00 $2.58 $24,466.14 $3.00 $28,449.00 $4.00 $37,932.00 $3.00 $28,449.00 $2.50 $23,707.50 $4.00 $37,932.00 $4.50 $42,673.50 8 757 SF Concrete Sidewalk SF $15,140.00 $8.74 $6,616.18 $13.00 $9,841.00 $15.00 $11,355.00 $10.50 $7,948.50 $20.00 $15,140.00 $12.00 $9,084.00 $8.50 $6,434.509 503.625 SF Valley Gutter SF $25,181.00 $13.44 $6,773.76 $25.00 $12,600.00 $23.00 $11,592.00 $23.00 $11,592.00 $24.00 $12,096.00 $18.00 $9,072.00 $17.00 $8,568.00 10 348 LF Concrete Curb & Gutter LF $26,100.00 $39.79 $13,846.92 $79.00 $27,492.00 $85.00 $29,580.00 $49.25 $17,139.00 $50.00 $17,400.00 $41.00 $14,268.00 $41.00 $14,268.0011 2794.875 SF Concrete Curb Ramps SF $69,872.00 $22.60 $63,167.00 $20.00 $55,900.00 $20.00 $55,900.00 $15.90 $44,440.50 $22.00 $61,490.00 $22.00 $61,490.00 $14.00 $39,130.00 12 1222 SF Concrete Residential Drive Approach SF $30,550.00 $14.47 $17,682.34 $18.00 $21,996.00 $19.00 $23,218.00 $17.00 $20,774.00 $20.00 $24,440.00 $13.00 $15,886.00 $12.00 $14,664.00 13 6 EA Remove Tree EA $18,000.00 $450.85 $2,705.10 $3,000.00 $18,000.00 $500.00 $3,000.00 $1,900.00 $11,400.00 $900.00 $5,400.00 $2,633.00 $15,798.00 $2,875.00 $17,250.0014 181.7625 TON Aggregate Base, Class II (F) TON $19,994.00 $53.21 $9,684.22 $48.00 $8,736.00 $60.00 $10,920.00 $69.75 $12,694.50 $60.00 $10,920.00 $156.00 $28,392.00 $94.00 $17,108.0015 1580.629 TON Asphalt Concrete Pavement,Type 'A' TON $197,579.00 $117.59 $185,909.79 $107.00 $169,167.00 $110.00 $173,910.00 $112.00 $177,072.00 $119.00 $188,139.00 $126.00 $199,206.00 $202.00 $319,362.0016 376.625 CY Excavation & Subgrade Prep (F) CY $18,831.00 $38.50 $14,514.50 $14.00 $5,278.00 $20.00 $7,540.00 $84.50 $31,856.50 $35.00 $13,195.00 $66.00 $24,882.00 $52.00 $19,604.0017 1 LS Signing and Striping LS $15,000.00 LS $25,635.64 $107.00 $21,000.00 LS $25,000.00 LS $26,966.00 LS $24,000.00 LS $26,614.00 LS $28,191.0018 1 LS Miscellaneous Facilities and Operations LS $18,000.00 LS $9,699.36 $14.00 $5,000.00 LS $5,000.00 LS $10,531.00 LS $20,000.00 LS $16,934.00 LS $11,500.00 TOTAL BASE BID $602,326.00 $437,833.00 $534,000.00
CITY OF FOWLER - 4th & 5th Street Improvement
BID SUMMARY - 06/24/2025
Engineer's Estimate Dave Christian Cons. Co., Inc
$622,849.00
MAC General Engineering, Inc RJ Berry Jr. Inc. WITBRO, Inc. DBA Seal Rite Paving & Grading $423,884.84 $464,017.00
Bid Schedule
$487,079.00
Don Berry Construction, Inc.
$495,834.50
Terra West Construction Inc. Emmett Valley Construction, Inc.
97 Section 9, Item C
City of Fowler – 4
th & 5th Street Improvements 46

AGREEMENT
THIS AGREEMENT made at Fowler, in Fresno County, California, by and between ___________________________________ hereinafter called the Contractor, and the City of Fowler hereinafter called the Owner.

WITNESSETH: That the Contractor and the Owner, for the consideration hereinafter named, agree as follows:

ARTICLE I. The Contractor agrees to furnish all labor and materials, including tools, implements, and appliances required, but excluding such materials as are mentioned in the specifications to be furnished by the Owner, and to perform all the work in a good and workmanlike manner, free from any and all liens and claims of mechanics, materialmen, teamsters, subcontractors, artisans, machinists, and laborers required for:
4 th and 5th Street Improvements
all in strict compliance with the plans, drawings and specifications therefore prepared by the Owner, and other contract documents relating thereto.

ARTICLE II. The Contractor and the Owner agree that the Advertisement (Notice to Contractors), the Wage Scale (Prevailing Wages), the Specifications, the Special Provisions, the Plans and Drawings, the Addenda and Bulletins thereto, and the Proposal hereto attached, together with this Agreement, form the contract, and they are as fully a part of the contract a if hereto attached or herein repeated.

All portions of the 2023 Standard Specifications of the State of California, Department of Transportation, which are not in conflict with this contract shall be deemed a part of the specifications as though fully therein set forth. No part of said Special Provisions which is in conflict with any portion of this agreement, or which is not actually descriptive of the work to be done thereunder, or the manner in which said work is to be executed, shall be considered as any part of this agreement, but shall be utterly null and void.

ARTICLE III. The Owner agrees to pay the Contractor in current funds for the performance of the contract sum of ($ ) it being
understood that said price is based upon the estimated quantities of materials to be used as set forth in the Proposal, except where provisions are made in the contract documents whereby the estimated quantities shall constitute the final quantity; that upon completion of the project the final contract prices shall be revised by change order, if necessary, to reflect the true quantities used at the stated unit price thereof as contained in the Contractor's Proposal hereto attached. Payments on account thereof will be made as set forth in the Special Provisions.

ARTICLE IV. If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or if he or any of his subcontractors should persistently violate any of the provisions of the contract, or if he should persistently or repeatedly refuse or should, fail, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Engineer, then the Owner may, upon certificate of the Engineer when sufficient cause exists to justify such action, serve written notice upon the Contractor and his surety of its intention to terminate the contract, and unless within five days after the serving of such notice such violations shall cease and satisfactory arrangements for correction thereof be made, the contract shall, upon the expiration of said five days, cease and terminate. 98 Section 9, Item C
City of Fowler – 4
th & 5th Street Improvements 47
In the event of any such termination, the Owner shall immediately serve written notice thereof upon the surety and the Contractor, and the surety shall have the right to take over and perform the contract, provided, however, that if the surety within ten (10) days after the serving upon it of notice of termination does not give the Owner written notice of its intention to take over and perform the work or does not commence performance thereof within the ten (10) days stated above from the date of the serving of such notice, the Owner may take over the work and prosecute the same to completion by contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and the Contractor and his surety shall be liable to the Owner for any excess cost occasioned the Owner thereby, and in such event the Owner may without liability for so doing, take possession of and utilize in completing the work such materials, appliances, plant and other property belonging to the Contractor as may be on the site of the work and necessary therefor. In such case the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expenses of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. The expense incurred by the Owner, as herein provided and damage incurred through the Contractor's default, shall be certified by the Engineer.

ARTICLE V. With respect to any work required to be done under this Agreement, Contractor shall at its sole risk and expense indemnify, defend and hold the City, its officials, officers, employees, and agents, including Provost & Pritchard Engineering Group Inc., d.b.a. Provost & Pritchard Consulting Group, harmless from and against all claims, demands, causes of action, actions, damages, losses, expenses, judgments, and other liabilities, (including without limitation reasonable attorney fees and costs of litigation) of every nature arising out of or in connection with the alleged or actual acts, errors, omissions or negligence of Contractor or its subcontractors relating to the performance of work described herein to the fullest extent permitted by law, unless the injuries or damages are the result of City's sole or active negligence or willful misconduct. Contractor and City agree that said indemnity and defense obligations shall survive the expiration or termination of this Agreement for any items specified herein that arose or occurred during the term of this Agreement The Contractor shall furnish the Owner with a Certificate of Insurance, in triplicate, indicating insurance coverage with respect to the liability assumed by the Contractor under the provisions of this Article V, and shall further indicate insurance coverage with minimum limits as shown in either (a.) or (b.) as follows:
a. Bodily Injury Liability $1,000,000 $1,000,000
Each person Each occurrence
Property Damage Liability $1,000,000 $1,000,000
Each person Aggregate
b. A single limit for Bodily Injury Liability and Property Damage Liability combined of:
$1,000,000, Each occurrence, $1,000,000, Aggregate
Contractor's Property Damage Liability insurance shall include coverage for property damage caused by blasting, collapse, structural injuries of damage to underground utilities. The policy shall not contain the so-called "x", "c" or "u" exclusions.

The Certificate of Insurance shall further provide that ten days notice of cancellation or reduction in coverage shall be given the Owner.

An additional Insured Endorsement to the Contractor's Liability insurance policy naming the Owner, the above said agencies and all other participating public agencies (if applicable) and all officers and employees of the above, shall also be furnished in triplicate. 99 Section 9, Item C
City of Fowler – 4
th & 5th Street Improvements 48
ARTICLE VI. Contractor represents that he has secured the payment of Worker's Compensation in compliance with the provisions of the Labor Code of the State of California and during the performance of the work contemplated herein will continue so to comply with said provisions of said Code. Contractor shall supply the Owner with certificates of insurance, in triplicate, evidencing that Worker's Compensation Insurance is in effect and providing that the Owner will receive ten days notice of cancellation. If Contractor self-insures Worker's Compensation, Certificate of Consent to Self-insure shall be provided the Owner.

ARTICLE VII. The Contractor shall forthwith furnish in triplicate, a faithful performance bond in an amount equal to 100% of the contract price and a payment bond in an amount equal 100% of the contract price, both bonds to be written by a surety company acceptable to the Owner and in the form prescribed by law.

The payment bond shall contain provisions such that if the Contractor or his subcontractors shall fail to pay (a) amounts due under the Unemployment Insurance Code with respect to work performed under the contract, or (b) any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of the employees of the Contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the surety will pay these amounts. In case suit is brought upon the payment bond, the surety will pay a reasonable attorney's fee to be fixed by the court.

ARTICLE VIII. Should either party to the contract bring an arbitration or mediation proceeding or other action to enforce any provisions of the contract, including an action pursuant to Public Contract Code Section 20104.4, the prevailing party shall be entitled to recover reasonable attorney's fees and all costs in connection therewith. The term "prevail" as used in this section shall include any action at law, in equity, or pursuant to arbitration in which either party has been successful
ARTICLE IX. Time is of the essence. The improvement and work contemplated in the performance of this contract is predicated on sufficient suitable weather conditions during the contract period (after the notice to proceed), it is agreed that the contract may be credited additional days as provided in the specifications, but no additional monetary compensation.

Any such delay shall be documented and processed on the standard change order form.

IN WITNESS WHEREOF, they have executed this Agreement this day of _____________________, 20__ .

City of Fowler
(Owner) (Contractor)
By:

Michael Reid, City Manager (Taxpayer Federal I.D. No.)
ATTEST:
________ ____________________ By:

Angela Vasquez, City Clerk
Title
100
Section 9, Item C

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: Soo Ho Park, City Engineer
SUBJECT: INTRODUCTION of Ordinance NO. 2025-05, to Retain the Current Prima Facie Speed Limit for a Section of Roadway Along Adams Avenue.

EXECUTIVE SUMMARY
The City sets prima facie speed limits for local roadways with an engineering and traffic survey (“ETS”). The City recently completed an ETS of twenty-two (22) street segments within the City.

Ordinance No. 2025-05 proposes to retain the current speed limit (30 mph) for a section of Adams Avenue pursuant to California Vehicle Code section 22358.8.

BACKGROUND
The City adopts prima facie speed limits for local roadways pursuant to Vehicle Code section 22358.6, which provides that speed limits be set by rounding to the nearest five (5) mile per hour increment of the 85th percentile of free-flowing traffic as determined by an ETS. A recent ETS recommended new prima facie speed limits for twenty-two (22) street segments within the City, including a recommended new speed limit of 35 miles per hour for a 1.7-mile segment of Adams Avenue, located between Golden State Boulevard and Merced Street.

Vehicle Code section 22358.8 authorizes the City to retain the current speed limit if it finds that:
(1) the speed limit recommended by the ETS is more than is reasonable or safe, (2) the current speed limit was adopted with an ETS, and (3) an engineer has determined that no new general purpose lanes have been added to the roadway since the last ETS that established the current speed limit. Ordinance No. 2025-05 will retain the current speed limit of 30 miles per hour for the 1.7-mile section of Adams Avenue, between Golden State Boulevard and Merced Street pursuant to Vehicle Code section 22358.8.

PUBLIC NOTICE
A Notice of Public Hearing was published in The Business Journal on July 25, 2025, which is at least ten (10) days prior to the public hearing.
101
Section 9, Item D

ENVIRONMENTAL REVIEW
The City has determined that the adoption of this ordinance does not constitute a “project” pursuant to the California Environmental Quality Act (“CEQA”) as defined by Public Resource Code section 21065 and CEQA Guidelines Section 15378. Adoption of the proposed ordinance will not cause a direct or indirect change in the environment.

GENERAL PLAN CONSISTENCY
The retention of the current speed limit for the 1.7-mile section of Adams Avenue aligns with the goals and policies of the General Plan.

FISCAL IMPACT
There is no fiscal impact associated with this Ordinance.

PROCUREMENT PROCESS
No procurement is associated with this Ordinance.

CONFLICT OF INTEREST
There is no perceived conflict of interest. Although adoption of this ordinance would have an effect on each of the City Councilmembers as citizens of Fowler, because the proposed amendments are being applied Citywide, any financial effect on the City Council would be indistinguishable from the general public. (Cal. Code Regs., Tit. 8, § 18703.) Attachments
- Attachment 1: Ordinance No. 2025-05
102
Section 9, Item D
ORDINANCE NO. 2025-05

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF FOWLER TO RETAIN

THE CURRENT PRIMA FACIE SPEED LIMIT FOR A SECTION OF ROADWAY

ALONG ADAMS AVENUE
WHEREAS, California Vehicle Code section 22358.6, subsection (b) provides that local speed limits are set by rounding to the nearest five (5) mile per hour increment of the 85th percentile of free-flowing traffic as determined by an engineering and traffic survey (“ETS”); and WHEREAS, Vehicle Code section 22358.8, subsection (a) provides that, when the speed limit determined by an ETS is still more than is reasonable or safe, the City may, by ordinance, retain the prior adopted speed limit if that speed limit was established with an ETS and a registered engineer has evaluated the section of the highway and determined that no additional general purpose lanes have been added to the roadway since the completion of the ETS that established the prior speed limit; and
WHEREAS, the City completed an engineering and traffic survey of twenty-two (22) street segments attached hereto as Attachment A (the “2025 ETS”), and is hereby incorporated by this reference herein; and
WHEREAS, the 2025 ETS recommended speed limits based on the nearest five (5) mile per hour increment of the 85th percentile of free-flowing traffic; and WHEREAS, one of the street sections evaluated by the 2025 ETS is a 1.7-mile section of Adams Avenue, located between Golden State Boulevard and Merced Street (the “Subject Roadway”); and
WHEREAS, the current prima facie speed limit of the Subject Roadway is thirty (30) miles per hour; and
WHEREAS, the current prima facie speed limit of the Subject Roadway was established by an ETS; and
WHEREAS, the 2025 ETS recommended a new prima facie speed limit for the Subject Roadway of thirty-five (35) miles per hour; and
WHEREAS, the City Engineer has evaluated the Subject Roadway and determined that no additional general-purpose lanes have been added to the Subject Roadway since the completion of the ETS that established the current prima facie speed limit; and WHEREAS, the City Council has reviewed and considered the methodology and data provided by the 2025 ETS regarding the Subject Roadway. ///
///
103
Section 9, Item D

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF FOWLER DOES ORDAIN AS FOLLOWS:

SECTION 1.

The City Council hereby makes the following findings and determinations:

1. That the new prima facie speed limit (35 mph) for the Subject Roadway recommended by the 2025 ETS is still more than reasonable or safe.

2. That the current prima facie speed limit (30 mph) for the Subject Roadway was established with an ETS.

3. That no new general-purpose lanes have been added to the Subject Roadway since the completion of the ETS that established the current prima facie speed limit.

SECTION 2.

Based on the findings in Section 1, the City Council hereby retains the current prima facie speed limit of thirty (30) miles per hour for the Subject Roadway in accordance with Vehicle Code section 22358.8.

SECTION 3.

This ordinance shall take effect and be in full force and effect from and after thirty (30) days following its final passage and adoption. Within fifteen (15) days after its adoption, the ordinance, or a summary of the ordinance, shall be published once in a newspaper of general circulation.

The foregoing ordinance was introduced at a meeting of the City Council of Fowler held on the 5th day of August 2025 and passed and adopted at a regular meeting of the City Council held on the ______ day of ______________ 2025 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
__________________________________
Juan Mejia, Mayor
ATTEST:
____________________________________
Angela Vasquez, City Clerk
104
Section 9, Item D
City of Fowler
Engineering and Traffic Survey
To Establish Speed Limits
Fowler, CA
June 2025
Prepared for:

City of Fowler
128 South 5th Street
Fowler, CA 93625
Prepared by:

Provost & Pritchard Consulting Group
400 East Main Street, Suite 300
Visalia, CA 93291-6337
Ordinance 2025-05 Attachment A
105
Section 9, Item D
Provost & Pritchard Consulting Group • 06/11/25 2
Report Prepared for:

City of Fowler
128 South 5th Street
Fowler, CA 93625
Contact:

Michael Reid
(559) 834-3113
Report Prepared by:

Provost & Pritchard Consulting Group
Matt Hamilton, PE
Contact:

Matt Hamilton, PE
(559) 636-1166, Ext. 532
I, Matt Hamilton, do hereby certify that the June 2025 Engineering and Traffic Survey to Establish Speed Limits for the City of Fowler was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a Professional Engineer.

The survey has been conducted in strict compliance with guidelines contained in the California Vehicle Code and the California Manual on Uniform Traffic Control Devices. Data contained in this report represents a true and accurate description of traffic conditions existing on City of Fowler streets.

ALL RIGHTS RESERVED
Provost & Pritchard Consulting Group expressly reserves its common law copyright and other applicable property rights to this document. This document is not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Consulting Group In the event of unauthorized reuse of the information contained herein by a third party, the third party shall hold the firm of Provost & Pritchard Consulting Group harmless, and shall bear the cost of Provost & Pritchard Consulting Group's legal fees associated with defending and enforcing these rights.

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Table of Contents
1 Introduction............................................................................................................................................................1-2 2 Methodology...........................................................................................................................................................2-1

2.1 Prevailing Speeds.........................................................................................................................................2-1

2.2 Collision Records ........................................................................................................................................2-1

2.3 Recommended Speed Limits.....................................................................................................................2-3 3 Speed Survey Summary.........................................................................................................................................3-1 List of Figures
Figure 1: Key Map ...........................................................................................................................................................1-3 Figure 2: Recommended Speed Limits.........................................................................................................................2-6 List of Tables
Table 1: Collision Data ..................................................................................................................................................2-2 Table 2: Recommended Speed Limits..........................................................................................................................2-4 Appendix A
Appendix A.........................................................................................................................................................................A Ordinance 2025-05 Attachment A
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1 Introduction
The California Vehicle Code (CVC), Division 11, Chapter 7 establishes laws for governing the prima facie speed limits (meaning the speed limits that apply when no other specific limits are posted) for various roadway classes and conditions within the state. Based on CVC 22358, “…the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 43, 35, 30, or 25 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe…” When it can be shown that the prima facie speed limits are not applicable for the existing conditions of a roadway, the speed limit can be altered by posting an appropriate speed limit as determined by an engineering and traffic survey.

An engineering and traffic survey, as discussed in the CVC, refers to a survey of traffic conditions using methodologies established by the Department of Transportation for the use by state and local authorities.

The engineering and traffic survey is to include the following:

1. Prevailing speeds as determined by the traffic engineering measurements.

2. Collision records.

3. Highway, traffic, and roadside conditions not readily apparent to the driver.

In an effort to reevaluate established speed limits, the City of Fowler has determined that an engineering and traffic survey shall be performed for the major roadways throughout the city. The roadway segments contained within the scope of this study were surveyed in January 2025 and are shown in Figure 1: Key Map.

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Figure 1: Key Map
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2 Methodology

2.1 Prevailing Speeds
Survey Locations
In order for the City of Fowler to reevaluate the established speed limits for the major roadways within the city, engineering and traffic surveys were conducted along 22 roadway segments. Some roadways were divided into multiple segments due to varying speed limits along the roadway. Roadways and segments are indicated in Figure 1: Key Map and Table 2: Recommended Speed Limits.

Survey Data Collection
Data was collected in the field in January 2025 with the use of a Decatur Electronics GENESIS-VP DIRECTIONAL radar gun. The radar speed checks were conducted by Provost & Pritchard Consulting Group staff, from a position that ensured the smooth and unhindered flow of traffic.

The radar gun was utilized to sample vehicle speeds from an on-coming position and from an aft position.

The consistency of the overall data collected for each roadway segment reflects the accuracy of the methodology used.

Data collection in the field was recorded on speed survey forms, which included the speed information for a sample of 100 vehicles (50 minimum on low-volumes roadways), as well as information regarding the roadway conditions of the segment being surveyed. The field recorder reported no adverse road conditions that would affect the speed recommendations.

Survey Data Analysis
Field recorded data was entered into spreadsheets, which were then used to determine the average speed, 85th percentile speed, 10 mph pace (the 10 mph increment of speed containing the largest number of vehicles), and speed recommendation for each of the surveyed road segments. The spreadsheet analysis for each of the study roadway segments can be found in the attached Appendix A: Speed Forms.

The 85th percentile speed is the speed at or below, which 85 percent of the observed free flowing vehicles travels, and it is the speed that is recognized as a “safe and reasonable speed” for travel under normal conditions. The recommended posted speed for a roadway, according to the California Manual on Uniform Traffic Control Devices (CA MUTCD), should typically be the nearest 5 mph increment of the 85th percentile speed. A summary of this data for the evaluation of the prevailing speeds is shown in Table 2: Recommended Speed Limits.

2.2 Collision Records
As part of the engineering and traffic survey, the CA MUTCD requires that collision records be reviewed in the determination of appropriate speed limits. In order to do this, three years of collision data, from 2022 to 2024, was obtained from the City of Fowler Police Department. Only collisions with injuries were included.

During the three years, there was a total of 4 speed related and 279 non-speed related incidents recorded for the surveyed roadway segments. A summary of the collision data for speed related and non-speed related incidents is shown in Table 1: Collision Data.

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Table 1: Collision Data
Roadway Limits Length
(miles)
Number of Collisions
Speed-related Collisions Shown in Parentheses
2022 2023 2024 Total
Golden State
Blvd.

North City Limit to South City
Limit 3.4 38 (0) 44 (0) 23 (1) 105 (1)
Merced St. Sumner Ave. to Adams Ave. 0.9 29 (0) 30 (0) 10 (0) 69 (0) Harris Ave./5th
St Vine St. to Mott Ave. 0.3 0 (0) 0 (0) 0 (0) 0 (0)
Fowler Ave. North City Limit to Adams Ave. /
Merced St. to South Ave.

0.4 /

0.5 6 (0) 6 (0) 1 (0) 13 (0)
Temperance
Ave.

North City Limit to South City
Limit 0.8 6 (0) 3 (0) 9 (0) 18 (0)
Adams Ave. West City Limit to East City Limit 1.7 9 (0) 4 (0) 4 (0) 17 (0) Manning Ave. Temperance Ave. to West City
Limit 0.8 34 (0) 9 (3) 11 (0) 54 (3)
South Ave. Sunnyside Ave. to Stanford Ave. 0.3 1 (0) 1 (0) 1 (0) 3 (0) Stanford
Ave./Fresno St. South Ave. to Fowler Ave. 0.4 0 (0) 0 (0) 0 (0) 0 (0) TOTALS 123 (0) 97 (3) 59 (1) 279 (4)
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2.3 Recommended Speed Limits
While the speed survey was being conducted for each roadway segment, roadway conditions were observed and noted if needed. Based on the CVC and CA MUTCD, roadway conditions that are considered readily apparent to motorists, such as width, curvature, grade and surface conditions, would not be considered in the determination of downward speed zoning. Downward speed zoning should be considered where factors including frequency of access points, sight-distance, pedestrian traffic, and other conditions are not readily apparent to motorists.

A summary of the speed survey data is shown in Table 2: Recommended Speed Limits on the following pages. The data includes the following information for each roadway segment surveyed:
• Identification number (ID#)
• Segment limits
• Existing speed limit
• Mean speed of collected data
• Pace speed
• Critical speed (85th percentile)
• Speed limit based on critical speed
• Recommended speed limit per consideration of CA MUTCD and CVC guidelines (See Figure 2: Recommended Speed Limits for graphical presentation of recommended speed limits)
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Table 2: Recommended Speed Limits
ID# Roadway Limits
Exist.

Speed
Limit
Mean Speed Pace Speed
Critical
Speed (85th
percentile)
Recommended
Speed Limit
1 Golden State
Blvd.

North City Limit
to Merced St. 50 51 48-57 56 60
2 Golden State
Blvd.

Merced St. to
South Ave. 55 57 53-62 63 60
3 Golden State
Blvd.

South Ave. to
Temperance
Ave.
55 55 51-60 62 60
4 Golden State
Blvd.

Temperance
Ave. to Manning
Ave.
50 58 51-60 65 60
5 Golden State
Blvd.

Manning Ave. to
South City Limit 50 52 48-57 57 60
6 Merced St. Sumner Ave. to
8 th St. 35 31 25-34 35 35
7 Merced St. Golden State
Blvd. to 5th St.
25 (Not
Posted) 25 25-34 25 25
8 Merced St. 5
th St. to Adams
Ave. 25 28 25-34 32 25
9 Harris Ave./
5 th St.

Vine St. to Mott
Ave. 25 32 27-36 37 35
10 Fowler Ave. North City Limit
to Adams Ave. 40 41 35-44 50 45
11 Fowler Ave. Merced St. to
Fresno St. 40 38 34-43 42 40
12 Fowler Ave. Fresno St. to
South Ave. 45 44 41-50 49 45
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ID# Roadway Limits
Exist.

Speed
Limit
Mean Speed Pace Speed
Critical
Speed (85th
percentile)
Recommended
Speed Limit
13 Temperance
Ave.

North City Limit
to Adams Ave. 35-45 46 42-51 52 45
14 Temperance
Ave.

Adams Ave. to
South City Limit 35 44 40-49 50 45
15 Adams Ave.

West City Limit
to Golden State
Blvd.
40 46 43-52 52 45
16 Adams Ave.

Golden State
Blvd. to Merced
St.
30 34 29-38 40 35
17 Adams Ave.

Merced St. to
Temperance
Ave.
40 38 33-42 43 40
18 Adams Ave.

Temperance
Ave. to East City
Limit
40 45 41-50 52 45
19 Manning
Ave.

Temperance
Ave. to Golden
State Blvd.
45 50 46-55 55 55
20 Manning
Ave.

Golden State
Blvd. to West
City Limit
50 55 49-58 62 55
21 South Ave. Sunnyside Ave.
to Stanford Ave. 35 41 35-44 47 40
22 Stanford
Ave./ Fresno
St.

South Ave. to
Fowler Ave.

Not
Posted 33 28-37 37 30
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Figure 2: Recommended Speed Limits
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3 Speed Survey Summary
CVC Section 22358.6 – 85th-Percentile, Rounding, 5 mph Increment, 5 mph speed reduction and Maximum Speed Reduction – provides standards for decreasing or increasing speed limits further than the Critical Speed would indicate:

When a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85thpercentile speed of free-flowing traffic (CVC Section 22358.6(a)), except as shown in the two Options below for rounding down and using 5 mph speed reduction (CVC Section 22358.6(b)), or rounding up (CVC Section 22358.6(c)), or if using additional 5 mph speed reduction on local agency roadways for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)).

Option:

1. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Sections 627 and 22358.5. CVC Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, may also be considered, if applicable. See Standard below for documentation requirements. Refer to CVC Section 22358.6(b).

2. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b). Refer to CVC Section 22358.6(c).

Of the 22 roadway segments included in the scope of this speed survey, new speed limits are recommended for 15 segments. Of these new recommended speed limits, all 15 are increases to the existing speed limits.

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Speed Forms
Ordinance 2025-05 Attachment A
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Section 9, Item D
Date Posted Speed 50
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 x 1 100
64 x 1 99
63 98
62 x x 2 98
61 x 1 96
60 x x 2 95
59 x x 2 93
58 x x 2 91
57 x x x 3 89
56 x x x x x 5 86
55 x x x x 4 81
54 x x x x x x x x x x 10 77
53 x x x x x x x 7 67
52 x x x x x x x x x x x x x 13 60
51 x x x x x x x x x x 10 47
50 x x x x x 5 37
49 x x x x x x x 7 32
48 x x x 3 25
47 x x 2 22
46 x x x x 4 20
45 x x x x 4 16
44 x x x x x x 6 12
43 x 1 6
42 x x x 3 5
41 2
40 2
39 x 1 2
38 1
37 1
36 x 1 1
35 34
33 32
31 30
29 28
27 26
25 48 57
Mean Speed 51
10-mph Pace
Critical (85th Percentile) Speed 56
Number of Vehicles Counted 100
Recorder Name Trent Pires 11:30-12:00

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/23/2025
Location 1. Golden State: North City Limit to Merced Clear/Sunny Ordinance 2025-05 Attachment A
118
Section 9, Item D
Date Posted Speed 55
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 x x x 3 100
69 x x 2 97
68 x 1 95
67 x 1 94
66 x x 2 93
65 x x x 3 91
64 x x x 3 88
63 x x x x x 5 85
62 x x x x x 5 80
61 x x x 3 75
60 x x x x x x x x 8 72
59 x x x x x x x x x x x 11 64
58 x x x x x x 6 53
57 x x x x 4 47
56 x x x 3 43
55 x x x 3 40
54 x x x x x x x x 8 37
53 x x x x x x x x 8 29
52 x x x x 4 21
51 x x 2 17
50 x x x x x x 6 15
49 9
48 x x x 3 9
47 x x 2 6
46 x 1 4
45 x 1 3
44 x 1 2
43 1
42 x 1 1
41 40
39 38
37 36
35 34
33 32
31 30
29 28
27 26
25 53 62
Mean Speed 57
10-mph Pace
Critical (85th Percentile) Speed 63
Number of Vehicles Counted 100
Recorder Name Trent Pires 10:50-11:25

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/23/2025
Location 2. Golden State: Merced to South Clear/Sunny
Ordinance 2025-05 Attachment A
119
Section 9, Item D
Date Posted Speed 55
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 x x x 3 100
69 97
68 x x 2 97
67 x 1 95
66 x x 2 94
65 x 1 92
64 x x 2 91
63 x x x 3 89
62 x x x x x 5 86
61 x x x 3 81
60 x x x x x 5 78
59 x x x x 4 73
58 x x x x x x x 7 69
57 x x x 3 62
56 x x x 3 59
55 x x x x x x x 7 56
54 x x x x x x x 7 49
53 x x x x x x x 7 42
52 x x x x x x 6 35
51 x x x x x 5 29
50 x x x x 4 24
49 x x x x x 5 20
48 x x x 3 15
47 x x 2 12
46 x x x 3 10
45 x x 2 7
44 x 1 5
43 x 1 4
42 x 1 3
41 x 1 2
40 1
39 1
38 x 1 1
37 36
35 34
33 32
31 30
29 28
27 26
25 51 60
Mean Speed 55
10-mph Pace
Critical (85th Percentile) Speed 62
Number of Vehicles Counted 100
Recorder Name Trent Pires 10:20-10:50

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/23/2025
Location 3. Golden State: South to Temperance Clear/Sunny Ordinance 2025-05 Attachment A
120
Section 9, Item D
Date Posted Speed 50
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 x x x 3 100
69 x 1 97
68 x x x x x x 6 96
67 x 1 90
66 x x 2 89
65 x x x 3 87
64 x x x x x 5 84
63 x x 2 79
62 x x x 3 77
61 x x x x x 5 74
60 x x x x x x x 7 69
59 x x x x x x x x 8 62
58 x x x x x x 6 54
57 x x x x x x x 7 48
56 x x x x x 5 41
55 x x x x x 5 36
54 x x x x x x x 7 31
53 x x 2 24
52 x x x x 4 22
51 x x x x x x 6 18
50 x x x x x 5 12
49 x x 2 7
48 x x x 3 5
47 x 1 2
46 1
45 1
44 1
43 x 1 1
42 41
40 39
38 37
36 35
34 33
32 31
30 29
28 27
26 25
51 60
Mean Speed 58
10-mph Pace
Critical (85th Percentile) Speed 65
Number of Vehicles Counted 100
Recorder Name Trent Pires 9:30-10:15

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/23/2025
Location 4. Golden State: Temperance to Manning Clear/Sunny Ordinance 2025-05 Attachment A
121
Section 9, Item D
Date Posted Speed 50
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 x x 2 100
69 98
68 98
67 98
66 98
65 x x 2 98
64 96
63 x 1 96
62 x 1 95
61 94
60 x 1 94
59 x x 2 93
58 x x x 3 91
57 x x x x 4 88
56 x x x x x x 6 84
55 x x x x x x x x x x 10 78
54 x x x x x x 6 68
53 x x x x x x x x 8 62
52 x x x x x x x 7 54
51 x x x x x x x x 8 47
50 x x x x x x x x x x x 11 39
49 x x x x x x 6 28
48 x x x x x x x 7 22
47 x x 2 15
46 x 1 13
45 x x x 3 12
44 x x 2 9
43 x x 2 7
42 x x 2 5
41 3
40 x 1 3
39 x 1 2
38 1
37 x 1 1
36 35
34 33
32 31
30 29
28 27
26 25
48 57
Mean Speed 52
10-mph Pace
Critical (85th Percentile) Speed 57
Number of Vehicles Counted 100
Recorder Name Trent Pires 2:55-3:50

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/22/2025
Location 5. Golden State: Manning to South City Limit Clear/Sunny Ordinance 2025-05 Attachment A
122
Section 9, Item D
Date Posted Speed 35
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 100
63 100
62 100
61 100
60 100
59 100
58 100
57 100
56 100
55 100
54 100
53 100
52 100
51 100
50 100
49 100
48 100
47 100
46 100
45 100
44 100
43 100
42 100
41 x 1 100
40 x x 2 99
39 x x 2 97
38 x x x 3 95
37 x 1 92
36 x x 2 91
35 x x x x x x x x 8 89
34 x x x x x x 6 81
33 x x x x x x x x 8 75
32 x x x x x x x x x x 10 67
31 x x x x x x x x x x x x x x 14 57
30 x x x x x x x 7 43
29 x x x x x x x x 8 36
28 x x x x x x x 7 28
27 x x x x x x x 7 21
26 x x x x x 5 14
25 x x x x x x x x x 9 9
25 34
Mean Speed 31
10-mph Pace
Critical (85th Percentile) Speed 35
Number of Vehicles Counted 100
Recorder Name Trent Pires 2:05-2:45

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/22/2025
Location 6. Merced: Sumner to 8th Clear/Sunny
Ordinance 2025-05 Attachment A
123
Section 9, Item D
Date Posted Speed N/A
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 100
63 100
62 100
61 100
60 100
59 100
58 100
57 100
56 100
55 100
54 100
53 100
52 100
51 100
50 100
49 100
48 100
47 100
46 100
45 100
44 100
43 100
42 100
41 100
40 100
39 100
38 100
37 100
36 100
35 100
34 100
33 100
32 100
31 100
30 100
29 100
28 100
27 x 1 100
26 x 1 99
25 x x x x x x x x x x x x x x x x x x x x x x x x x 98 98 25 34
Mean Speed 25
10-mph Pace
Critical (85th Percentile) Speed 25
Number of Vehicles Counted 100
Recorder Name Trent Pires 1:35-2:00

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/22/2025
Location 7. Merced: 6th to 5th Clear/Sunny
Ordinance 2025-05 Attachment A
124
Section 9, Item D
Date Posted Speed 25
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 100
63 100
62 100
61 100
60 100
59 100
58 100
57 100
56 100
55 100
54 100
53 100
52 100
51 100
50 100
49 100
48 100
47 100
46 100
45 100
44 100
43 100
42 100
41 100
40 100
39 100
38 x x 2 100
37 98
36 x 1 98
35 x 1 97
34 x x x x 4 96
33 x x x x x 5 92
32 x x x 3 87
31 x x x x 4 84
30 x x x x x x 6 80
29 x x x x x x x 7 74
28 x x x x x x x x x x 10 67
27 x x x x x x x x x x 10 57
26 x x x x x x x x x x 10 47
25 x x x x x x x x x x x x x x x x x x x x x x x x x 37 37 25 34
Mean Speed 28
10-mph Pace
Critical (85th Percentile) Speed 32
Number of Vehicles Counted 100
Recorder Name Trent Pires 11:30-12:00/1:00-1:30

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/22/2025
Location 8. Merced: 5th to Adams Clear/Sunny
Ordinance 2025-05 Attachment A
125
Section 9, Item D
Date Posted Speed 25
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 101
69 101
68 101
67 101
66 101
65 101
64 101
63 101
62 101
61 101
60 101
59 101
58 101
57 101
56 101
55 101
54 101
53 101
52 101
51 x 1 101
50 100
49 x 1 100
48 99
47 99
46 x 1 99
45 x 1 98
44 x 1 97
43 x 1 96
42 x x 2 95
41 x x 2 93
40 x 1 91
39 x x x 3 90
38 x 1 87
37 x x x x x x 6 86
36 x x x x x 5 80
35 x x x x x x x x x x x 11 75
34 x x x x x 5 64
33 x x 2 59
32 x x x x x 5 57
31 x x x x x x x 7 52
30 x x x x x 5 45
29 x x x x x x x x x x 10 40
28 x x x x x x x x 8 30
27 x x x x x x x 7 22
26 x x x x 4 15
25 x x x x x x x x x x x 11 11
27 36
Mean Speed 32
10-mph Pace
Critical (85th Percentile) Speed 37
Number of Vehicles Counted 101
Recorder Name Trent Pires 3:05-4:00

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/16/2025
Location 9. Harris/5th: Vine to Mott Clear/Sunny
Ordinance 2025-05 Attachment A
126
Section 9, Item D
Date Posted Speed 40
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 x 1 100
69 99
68 x 1 99
67 98
66 98
65 98
64 98
63 98
62 98
61 98
60 x 1 98
59 x 1 97
58 96
57 96
56 x 1 96
55 x x 2 95
54 x x x 3 93
53 x 1 90
52 x x 2 89
51 x 1 87
50 x x x x 4 86
49 x 1 82
48 x x x 3 81
47 x x 2 78
46 x x x 3 76
45 x x 2 73
44 x x x x x 5 71
43 x x x x 4 66
42 x x x x x x x 7 62
41 x x x 3 55
40 x x x x x x x x 8 52
39 x x x 3 44
38 x x x x x 5 41
37 x x x x x x 6 36
36 x x 2 30
35 x x x x 4 28
34 x x x 3 24
33 x x x x 4 21
32 x x x x 4 17
31 x 1 13
30 x x 2 12
29 x x x 3 10
28 x x x 3 7
27 x x x x 4 4
26 25
35 44
Mean Speed 41
10-mph Pace
Critical (85th Percentile) Speed 50
Number of Vehicles Counted 100
Recorder Name Trent Pires 9:15-11:15

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/22/2025
Location 10. Fowler: North City Limit to Adams Clear/Sunny Ordinance 2025-05 Attachment A
127
Section 9, Item D
Date Posted Speed 40
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 100
63 100
62 100
61 100
60 100
59 100
58 100
57 100
56 x 1 100
55 99
54 99
53 99
52 99
51 99
50 99
49 99
48 x 1 99
47 98
46 x 1 98
45 x x x x 4 97
44 x x x 3 93
43 x x x x x 5 90
42 x x x x x x 6 85
41 x x x x x x x x 8 79
40 x x x x x x x x x x 10 71
39 x x x x x x x x x x x x x 13 61
38 x x x x x x x x 8 48
37 x x x x x x 6 40
36 x x x x 4 34
35 x x x x x x x x x 9 30
34 x x x x x 5 21
33 x x x x x 5 16
32 x x 2 11
31 x x 2 9
30 x x x 3 7
29 x 1 4
28 x 1 3
27 x 1 2
26 1
25 x 1 1
34 43
Mean Speed 38
10-mph Pace
Critical (85th Percentile) Speed 42
Number of Vehicles Counted 100
Recorder Name Trent Pires 2:45-3:45

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/21/2025
Location 11. Fowler: Merced to Fresno Clear/Sunny
Ordinance 2025-05 Attachment A
128
Section 9, Item D
Date Posted Speed 45
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 100
63 100
62 100
61 100
60 100
59 x 1 100
58 99
57 99
56 99
55 99
54 x 1 99
53 x 1 98
52 x x 2 97
51 x x 2 95
50 x x x x x x 6 93
49 x x x x x x x 7 87
48 x x x x x 5 80
47 x x x x x x x 7 75
46 x x x x x x x x 8 68
45 x x x x x x x 7 60
44 x x x x x x 6 53
43 x x x x x x x 7 47
42 x x x x 4 40
41 x x x x x x x x 8 36
40 x x x x x 5 28
39 x x x x 4 23
38 x x x x x x 6 19
37 x x x x x 5 13
36 x x x x 4 8
35 x 1 4
34 x x 2 3
33 1
32 1
31 1
30 x 1 1
29 28
27 26
25 41 50
Recorder Name Trent Pires 1:45-2:40

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/21/2025
Location 12. Fowler: Fresno to South Clear/Sunny
Mean Speed 44
10-mph Pace
Critical (85th Percentile) Speed 49
Number of Vehicles Counted 100
Ordinance 2025-05 Attachment A
129
Section 9, Item D
Date Posted Speed 35-45
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 100
63 100
62 x 1 100
61 99
60 x 1 99
59 x 1 98
58 x x 2 97
57 95
56 x x 2 95
55 x x 2 93
54 x x 2 91
53 x x x 3 89
52 x x x x x x 6 86
51 x x x 3 80
50 x x x x x 5 77
49 x x x x x 5 72
48 x x x x x x x 7 67
47 x x x x x 5 60
46 x x x 3 55
45 x x x x 4 52
44 x x x x x x x 7 48
43 x x x x x x x x 8 41
42 x x x x x x x x 8 33
41 x x x 3 25
40 x x x x 4 22
39 x x x x x 5 18
38 x x x x 4 13
37 x x 2 9
36 x 1 7
35 x x x 3 6
34 x x 2 3
33 1
32 1
31 x 1 1
30 29
28 27
26 25
42 51
Mean Speed 46
10-mph Pace
Critical (85th Percentile) Speed 52
Number of Vehicles Counted 100
Recorder Name Trent Pires 2:30-4:00

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/17/2025
Location 13. Temperance: North City Limit to Adams Clear/Sunny Ordinance 2025-05 Attachment A
130
Section 9, Item D
Date Posted Speed 35
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 100
63 100
62 x 1 100
61 99
60 99
59 x 1 99
58 98
57 x 1 98
56 x 1 97
55 96
54 x 1 96
53 x 1 95
52 x x x x x x 6 94
51 x x x 3 88
50 x x x x x x 6 85
49 x x x x x 5 79
48 x x x x x x 6 74
47 x x x 3 68
46 x x x x x x x 7 65
45 x x x x x 5 58
44 x x x x x 5 53
43 x x x 3 48
42 x x x x x 5 45
41 x x x x x x x x 8 40
40 x x x x x x x 7 32
39 x x 2 25
38 x x x x x 5 23
37 x x x x x 5 18
36 x 1 13
35 x x x x 4 12
34 8
33 x x 2 8
32 x x 2 6
31 x 1 4
30 3
29 x x 2 3
28 1
27 1
26 x 1 1
25 40 49
Mean Speed 44
10-mph Pace
Critical (85th Percentile) Speed 50
Number of Vehicles Counted 100
Recorder Name Trent Pires 12:45-2:15

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/17/2025
Location 14. Temperance: Adams to South City Limit Clear/Sunny Ordinance 2025-05 Attachment A
131
Section 9, Item D
Date Posted Speed 40
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 x 1 100
63 99
62 99
61 99
60 99
59 99
58 x 1 99
57 x x 2 98
56 x x x x 4 96
55 92
54 x 1 92
53 x x 2 91
52 x x x x x x 6 89
51 x x x x x 5 83
50 x x x x x 5 78
49 x x x x x 5 73
48 x x x x x x x 7 68
47 x x x x x 5 61
46 x x x x x x x x x 9 56
45 x x x x x x x 7 47
44 x x x x x x 6 40
43 x x x x x x x x x 9 34
42 x x x 3 25
41 x x x x 4 22
40 x x x x x x 6 18
39 x x x 3 12
38 x x 2 9
37 x x 2 7
36 5
35 x 1 5
34 x 1 4
33 x x 2 3
32 1
31 x 1 1
30 29
28 27
26 25
43 52
Mean Speed 46
10-mph Pace
Critical (85th Percentile) Speed 52
Number of Vehicles Counted 100
Recorder Name Trent Pires 3:15-4:00

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/20/2025
Location 15. Adams: West City Limit to Golden State Clear/Sunny Ordinance 2025-05 Attachment A
132
Section 9, Item D
Date Posted Speed 30
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 100
63 100
62 100
61 100
60 100
59 100
58 100
57 100
56 100
55 100
54 100
53 100
52 100
51 100
50 x 1 100
49 99
48 99
47 99
46 99
45 x x x 3 99
44 x x 2 96
43 x x 2 94
42 x x x x x 5 92
41 x 1 87
40 x x x x x 5 86
39 x x x x 4 81
38 x x x x x x x x x 9 77
37 x x x x 4 68
36 x x x x 4 64
35 x x x x x 5 60
34 x x x x x x x x x 9 55
33 x x x x x x 6 46
32 x x x x x x 6 40
31 x x x x x x 6 34
30 x x x x x x x x 8 28
29 x x x x x x x 7 20
28 x x x x x x x 7 13
27 6
26 x x 2 6
25 x x x x 4 4
29 38
Mean Speed 34
10-mph Pace
Critical (85th Percentile) Speed 40
Number of Vehicles Counted 100
Recorder Name Trent Pires 2:20-3:15

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/20/2025
Location 16. Adams: Golden State to Merced Clear/Sunny
Ordinance 2025-05 Attachment A
133
Section 9, Item D
Date Posted Speed 40
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 100
63 100
62 100
61 100
60 100
59 100
58 100
57 100
56 100
55 100
54 100
53 100
52 100
51 100
50 x 1 100
49 x x 2 99
48 97
47 x x 2 97
46 x x x x 4 95
45 x x x x 4 91
44 87
43 x x x 3 87
42 x x x x x 5 84
41 x x 2 79
40 x x x x x x x x x x x 11 77
39 x x x x x x x x x x 10 66
38 x x x x x x x x x 9 56
37 x x x x x x 6 47
36 x x x x x x 6 41
35 x x x x x x x 7 35
34 x x x x x x x x x 9 28
33 x x x x x x x 7 19
32 x x x 3 12
31 x 1 9
30 x x x 3 8
29 x 1 5
28 x x 2 4
27 x 1 2
26 1
25 x 1 1
33 42
Mean Speed 38
10-mph Pace
Critical (85th Percentile) Speed 43
Number of Vehicles Counted 100
Recorder Name Trent Pires 1:00-2:15

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/20/2025
Location 17. Adams: Merced to Temperance Clear/Sunny
Ordinance 2025-05 Attachment A
134
Section 9, Item D
Date Posted Speed 40
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 100
65 100
64 100
63 100
62 x x 2 100
61 x 1 98
60 97
59 x 1 97
58 x 1 96
57 95
56 x 1 95
55 x x 2 94
54 x x 2 92
53 x x 2 90
52 x x x x 4 88
51 x x x x 4 84
50 x x x x x 5 80
49 x x x x x x 6 75
48 x x x 3 69
47 x x x x x x x 7 66
46 x x x x x x x x x x 10 59
45 x x x x x 5 49
44 x x x x x x 6 44
43 x x x x 4 38
42 x x x x x x 6 34
41 x x x x x x x 7 28
40 x x 2 21
39 x x 2 19
38 x x x x x x x 7 17
37 x x x 3 10
36 x 1 7
35 6
34 x x x 3 6
33 x x 2 3
32 x 1 1
31 30
29 28
27 26
25 41 50
Mean Speed 45
10-mph Pace
Critical (85th Percentile) Speed 52
Number of Vehicles Counted 100
Recorder Name Trent Pires 10:30-11:45

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/17/2025
Location 18. Adams: Temperance to East City Limit Clear/Sunny Ordinance 2025-05 Attachment A
135
Section 9, Item D
Date Posted Speed 45
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 100
69 100
68 100
67 100
66 x 1 100
65 x 1 99
64 98
63 x 1 98
62 97
61 97
60 x x x 3 97
59 94
58 x 1 94
57 x x 2 93
56 x 1 91
55 x x x x x x x x 8 90
54 x x x x x x x 7 82
53 x x x x x x x x x 9 75
52 x x x 3 66
51 x x x x x x 6 63
50 x x x x x x 6 57
49 x x x x x x x x x 9 51
48 x x x x x x x x x x 10 42
47 x x x x x x x 7 32
46 x x x x x 5 25
45 x x x x 4 20
44 x x 2 16
43 x x x 3 14
42 x x x x x x 6 11
41 x 1 5
40 x x x 3 4
39 1
38 1
37 x 1 1
36 35
34 33
32 31
30 29
28 27
26 25
46 55
Mean Speed 50
10-mph Pace
Critical (85th Percentile) Speed 55
Number of Vehicles Counted 100
Recorder Name Trent Pires 11:00-12:15

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/20/2025
Location 19. Manning: Temperance to Golden State Clear/Sunny Ordinance 2025-05 Attachment A
136
Section 9, Item D
Date Posted Speed 50
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 x 1 101
69 x x 3 100
68 x 1 97
67 x 1 96
66 95
65 x x 2 95
64 x x x 3 93
63 x x x x 4 90
62 x x x 3 86
61 x 1 83
60 x x x 3 82
59 x x x x x x 6 79
58 x x x x x 5 73
57 x x x x x 5 68
56 x x x x 4 63
55 x x x x x x x x 8 59
54 x x x x 4 51
53 x x x x x 5 47
52 x x x x x 5 42
51 x x x x x x x 7 37
50 x x x x x x x 7 30
49 x x x x x x x 7 23
48 x x x x 4 16
47 x 1 12
46 x x x 3 11
45 x x x x 4 8
44 x x 2 4
43 2
42 x 1 2
41 1
40 x 1 1
39 38
37 36
35 34
33 32
31 30
29 28
27 26
25 49 58
Mean Speed 55
10-mph Pace
Critical (85th Percentile) Speed 62
Number of Vehicles Counted 101
Recorder Name Trent Pires 10:00-10:45

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/20/2025
Location 20. Manning: Golden State to East City Limit Clear/Sunny Ordinance 2025-05 Attachment A
137
Section 9, Item D
Date Posted Speed 35
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 102
69 102
68 102
67 102
66 102
65 102
64 102
63 102
62 102
61 102
60 x 1 102
59 101
58 101
57 101
56 101
55 x 1 101
54 x 1 100
53 99
52 99
51 x x x 3 99
50 x x x 3 96
49 x x 2 93
48 x x x 3 91
47 x x x x x 5 88
46 x x 2 83
45 x x x x x x x x 8 81
44 x x x x x x x x 8 73
43 x x x x x x x 7 65
42 x x x x x x x x 8 58
41 x x x x x x 6 50
40 x x x x x x 6 44
39 x x x x x 5 38
38 x x x x x x 6 33
37 x x x x x 5 27
36 x x x 3 22
35 x x x x x x x x x x 10 19
34 x x x x 4 9
33 x 1 5
32 x 1 4
31 3
30 x x 2 3
29 x 1 1
28 27
26 25
35 44
Mean Speed 41
10-mph Pace
Critical (85th Percentile) Speed 47
Number of Vehicles Counted 102
Recorder Name Trent Pires 12:50-3:00

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/16/2025
Location 21. South: Sunnyside to Stanford Clear/Sunny
Ordinance 2025-05 Attachment A
138
Section 9, Item D
Date Posted Speed NA
Weather
Times
mph 5 10 15 20 25 Total Cumul.

Total
70 50
69 50
68 50
67 50
66 50
65 50
64 50
63 50
62 50
61 50
60 50
59 50
58 50
57 50
56 50
55 50
54 50
53 50
52 50
51 50
50 50
49 50
48 50
47 50
46 50
45 x 1 50
44 49
43 x x 2 49
42 47
41 47
40 x x 2 47
39 45
38 x 1 45
37 x x x x x x 6 44
36 x x x x x 5 38
35 x x x x x x 6 33
34 x x x x x 5 27
33 x x 2 22
32 x x x 3 20
31 17
30 x x x 3 17
29 x 1 14
28 x x x x 4 13
27 x x 2 9
26 x 1 7
25 x x x x x x 6 6
28 37
Mean Speed 33
10-mph Pace
Critical (85th Percentile) Speed 37
Number of Vehicles Counted 50
Recorder Name Trent Pires 9:35-11:25/11:55-12:45

NUMBER OF VEHICLES

VEHICLE SPEED SURVEY SHEET
City Fowler 1/16/2025
Location 22. Stanford/Fresno: South to Fowler Clear/Sunny Ordinance 2025-05 Attachment A
139
Section 9, Item D

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: August 5, 2025
FROM: DAWN E. MARPLE, City Planner
SUBJECT: APPROVE License Agreement for a Monument Sign and Landscaping between the City of Fowler and JGSS Food Service, Inc. at the median island between Manning Avenue and Vineyard Place

EXECUTIVE SUMMARY
The approval for the license agreement will permit JGSS Food Service, Inc. (“Developer”) to install and maintain monument signage and landscaping improvements at the median island located at southwest corner of East Manning Avenue and Vineyard Place (APN:348-041-40T).

This action promotes economic development by improving visibility and aesthetics of a commercial area.

BACKGROUND
The subject site is located in the City of Fowler right-of-way on the south side of Manning Avenue at the southwest corner of East Manning Avenue and Vineyard Place and is currently classified as excess right-of-way that is currently not being used.

A prior license agreement, dated July 1, 2005, was held with different entities which has since expired. The Developer expressed an interest in a new license agreement to construct monument signage and extend landscaping improvements at the project site. The license agreement allows the Developer to install and maintain improvements that comply with the Fowler Municipal Code. The improvements are considered “Conforming Business Activities” as defined in the agreement.

Developer is an established commercial Developer with a history working with qualified contractors and professionals. The Developer intends to improve the ongoing business activity through this development with signage and landscaping improvements.

PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.
140
Section 9, Item E

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

GENERAL PLAN CONSISTENCY
Policy CDES-9
Encourage properties to be maintained consistent with established community design standards.

Goal ED-4
Fowler maintains a supportive business climate that helps attract and retain new and existing businesses. PP

FISCAL IMPACT
The agreement is expected to have a positive fiscal impact to the City. All applicable building permit fees will be the responsibility of the Developer. The enhancement of commercial visibility may also have some impact on local sales tax revenues. No City funds will be expended related to any costs of design, installation, or maintenance to the improvements.

PROCUREMENT PROCESS
No procurement is associated with this action.

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

Attachments
- License Agreement for Monument Sign & Landscaping at Manning Ave and Vineyard Place Median Island Between the City of Fowler and JGSS Food Service, Inc. 141
Section 9, Item E

Page 1 of 14 ends

LICENSE AGREEMENT FOR A MONUMENT SIGN & LANDSCAPING AT

MANNING AVE AND VINEYARD PLACE MEDIAN ISLAND BETWEEN THE CITY

OF FOWLER AND JGSS FOOD SERVICE, INC
This License Agreement ("Agreement") is entered into effective August 5, 2025 (“Effective Date”) between the City of Fowler, a California municipal corporation and general law city (“City”) and JGSS FOOD SERVICE, INC, ("Developer"), with respect to the following Recitals, which are a substantive part of this Agreement.

RECITALS
A. City owns real property at the southwest corner of East Manning Avenue and Vineyard Place (APN: 348-041-40T), Fresno County, State of California (“Property”). The Property is legally described and depicted in EXHIBIT A. The Property is in the C-3 (General Commercial) zone district, allowing a multitude of compatible uses.

B. The Property is excess right-of-way that is not currently being used by City for street purposes or any other uses but may be needed in the future for street right-of-way or another public use.

C. The Property was subject to license agreement between the City and a prior licensee. This previous license agreement has expired, and the City is willing to enter into a new Agreement with Developer.

D. Developer expressed interest in licensing the Property to establish signage and landscaping or hardscape consistent with the Fowler Municipal Code and the terms of this Agreement. This use shall hereinafter be referred to as “Conforming Business Activities.” E. The City desires to enter into this Agreement with Developer because the proposed improvements to the Property will enhance the landscaping, be consistently maintained by Developer, and generate additional local sales tax revenues through the enhanced commercial visibility provided by the proposed signage.

F. Developer is an experienced commercial developer or has otherwise contracted with experienced commercial developers, contractors, architects, and other professionals for the purposes of operating a viable commercial business on the Property. City desires to license the Property to Developer for the purposes set forth in these Recitals, as further described in this Agreement and with the limitations set forth herein.

NOW, THEREFORE, CITY AND DEVELOPER AGREE AS FOLLOWS:

1. License of Property. City hereby grants to Developer, and Developer hereby accepts from City, a non-exclusive license to use the Property as a Conforming Business Activity, in accordance with and subject to all of the terms and conditions of this Agreement, for the “Consideration” set forth below.
142
Section 9, Item E

Page 2 of 14 ends

2. Consideration. As consideration for the License, the Developer agrees to maintain the Property in conformance with the City of Fowler Municipal Code, and to keep the Property free from any weeds, trash, debris, or graffiti (“nuisance conditions”). Developer further agrees that upon receiving notice from the City of any such nuisance conditions, the Developer shall immediately abate those conditions and bring the Property into compliance. Failure to remove any nuisance conditions within ten (10) days of receiving notice from the City of such nuisance conditions may serve as grounds for termination pursuant to Section 3(c) of this Agreement.

3. Term and Termination. The term of this Agreement shall be ten (10) years from the Effective Date, subject to the termination provisions below. There is no provision for automatic renewal.
(a) Termination by Developer. Developer may terminate this Agreement at any time, with or without cause, by providing thirty (30) days’ written notification to City. (b) Termination by City without Cause. City may terminate this Agreement, without cause, by providing six (6) months prior written notice to Developer. (c) Termination by City with Cause. City may terminate this Agreement immediately upon written notice to Developer if Developer defaults on any obligation under this Agreement and fails to cure such default within ten (10) days of receipt of City’s written notice.

4. Developer Representations. Developer represents, warrants to City, and fully understands as follows:
(a) Authority. Developer has the full right, power, and lawful authority to license the Property, and undertake all obligations as provided herein and the execution, performance and delivery of this Agreement by Developer has been fully authorized by all requisite actions on the part of Developer.
(b) Experience. Developer is an experienced developer and operator of commercial properties, or has otherwise contracted with experienced commercial developers, contractors, architects, and other professionals for the purposes of developing the Property.
(c) Financial Stability. Developer warrants they have sufficient equity capital or a firm and binding commitment for financing necessary to undertake Conforming Business Activities.
(d) No Conflict. To the best of Developer’s knowledge, Developer’s execution, delivery, and performance of its obligations under this Agreement will not constitute a default or a breach under any contract, agreement or order to which Developer is a party or by which it is bound.
143
Section 9, Item E

Page 3 of 14 ends

5. Insurance. Developer shall provide proof of insurance consistent with EXHIBIT B ("Insurance Requirements”). Developer shall not be permitted to enter the Property until the Insurance Requirements have been met and Developer has provided City with written confirmation of meeting the Insurance Requirements.

6. Title to Property and Improvements. Developer acknowledges that City maintains legal title of Property and agrees never to deny such title or to claim title in Developer’s name. Title to any and all existing improvements on the Property, and those constructed or installed by Developer (“Developer Improvements”) shall be vested in City, except as follows: title to the existing kiosk or other approved building structure on the Property (“Building Improvements”) shall be vested in Developer. Existing improvements and Developer Improvements shall be collectively referred to as “Improvements”. Developer has the right to remove only the Building Improvements, and such removal shall be at Developer’s sole cost and expense.

7. Conforming Business Activities and Developer Improvements. Developer shall install any desired Developer Improvements and conduct Conforming Business Activities in accordance with EXHIBIT C, Schedule of Performance, which is a substantive part of this Agreement. (a) Developer Cost and Expense. All land use entitlements and other permits shall be secured by Developer at Developer’s sole cost and expense. (b) No Precommitment by City. Nothing in this Agreement is intended to or shall operate to commit City’s discretion with respect to land use and other entitlements, permits, and approvals which may be required by Developer with respect to the Developer Improvements or Conforming Business Activities. (c) Compliance With Laws. Developer shall install and needed Developer Improvements and conduct Conforming Business Activities in accordance with all applicable laws, including all applicable state labor standards, City zoning and development standards, building, plumbing, mechanical and electrical codes, and all other provisions of the City Municipal Code, and all applicable accessibility requirements, including without limitation the Americans With Disabilities Act, 42 U.S.C. Section 12101, et seq., California Government Code Section 4450, et seq., California Government Code Section 11135, et seq., and the Unruh Civil Rights Act, Civil Code Section 51, et seq.

8. Removal of Improvements. Within thirty (30) days following the expiration or termination of this Agreement, City may direct Developer to remove the Building Improvements.

Upon removal, Developer shall restore the Property to its pre-existing condition (“Restoration” or “Restore”), unless otherwise agreed to by City. Removal of the Building Improvements and Restoration of the Property shall be at Developer’s sole cost and expense. If Developer fails to remove the Building Improvements and Restore the Property as requested by City within ninety (90) days, City may remove the Building Improvements, Restore the Property, and bill Developer for the City’s costs plus a ten percent (10%) administrative fee. If City does not direct Developer to remove the Building Improvements, and Developer elects to not remove any Building Improvements within ninety (90) days after termination or expiration of this 144
Section 9, Item E

Page 4 of 14 ends

Agreement, Developer shall be deemed to have waived any of its interest in the Building Improvements and the Building Improvements shall become the exclusive property of City.

9. Maintenance of Improvements. Developer shall be responsible, at its sole cost and expense, for maintaining the Improvements All Improvements shall be maintained in a safe condition in compliance with all applicable Codes. Developer shall not commit, or cause to be committed, any waste or nuisance on the Property.

10. City Representations. City represents and warrants to Developer as follows:
(a) Condition of Property. Notwithstanding any provisions of this Agreement to the contrary, the license of this Property in on an “AS IS” basis, with no warranty, express or implied by City, as to the Property, Improvements on the Property, the soil, its geology, the presence of known or unknown faults or Hazardous Materials, and Developer agrees to and shall indemnify and hold City, and their officers, agents, employees, and volunteers, harmless from and against all liability, loss, damages, costs, or expenses (including reasonable attorneys’ fees and court costs) arising from or as a result of the existence of such faults or substances.
(b) Authority. City has the full right, power and lawful authority to license the Property as provided herein, and the execution, performance and delivery of this Agreement by City has been fully authorized by all requisite actions on the part of City.

11. Right of Entry. City shall have the right to go upon the Property at any time and for any purpose.

12. Liens and Claims. Developer shall promptly pay in full for all materials for any Developer Improvements to the Property and shall promptly pay in full all persons who perform labor for any Developer Improvements on the Property. If any mechanics or materialmen liens or any other liens or claims for any work done or materials furnished at Developer's request are filed against the Property, Developer shall remove the liens and claims at Developer’s expense.

If Developer fails to remove the liens or claims and any judgment is entered thereon or thereunder, Developer shall pay that judgment. Should Developer fail, neglect, or refuse to remove any lien or claim or to pay any judgment in a timely manner, and in no event later than the date this License terminates, City shall have the right to pay any amount required to release any such liens or claims, or to defend any action brought on the liens or claims and to pay any judgment entered on the liens or claims. Under those circumstances, Developer shall be liable to City for all costs, damages, reasonable attorneys' fees, and any amounts expended in defending any proceedings or in the payment of any of said liens or claims or any judgment obtained, therefore. City may post and maintain upon the Property a notice of non-responsibility.

13. Taxes. Although this Agreement creates no interest in the Property, Developer acknowledges that, pursuant to California Revenue and Taxation Code section 107.6, under some circumstances, Developer 's use of the Property may be subject to property taxation. City makes no representation as to whether or not taxes are due. Developer shall be solely responsible 145
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for any property taxes arising out of Developer's use of the Property. Developer shall pay, before delinquency, and taxes due on the Building Improvements.

14. Indemnification. Developer shall exercise the permission granted in this Agreement at Developer’s own risk. Developer shall release, hold harmless, defend and indemnify City, its officials, employees, agents and volunteers, from all liability associated with Developer’s use of the Property and any Improvements on the Property, including without limitation use and operation of the Building Improvements and operation of Conforming Business Activities. This obligation shall include, without limitation, liability for damages from personal injury, death, or property damage, and including attorney’s fees and costs incurred by City. This obligation shall not apply to liability caused by the sole negligence or willful misconduct of City.

15. Additional Provisions Relating to Environmental Spills and Hazardous Materials. In addition to any other obligation of Developer set forth in this Agreement, Developer shall comply with the following:
(a) Compliance. Developer shall, at its expense, comply with all applicable laws, regulations, rules and orders, regardless of when they become or became effective, including without limitation those relating to health, safety, noise, environmental protection, waste disposal, and water and air quality, and furnish satisfactory evidence of such compliance upon request of City. Should any discharge, leakage, spillage, emission, or pollution of any type occur upon or from the Property due to the Developer's use of the Property, Developer, at its expense, shall be obligated to clean the Property and any other affected area, to the satisfaction of City and any governmental body having jurisdiction. (b) Disclosure. Developer acknowledges the Property may contain Hazardous Materials as defined in herein. It will be Developer’s obligation to take any required remedial actions, at its sole cost and expense, to render the Property suitable for development. Copies of any reports obtained by Developer regarding the condition of the Property shall be provided to City within ten (10) days after receipt. Except as noted, City and Developer hereby represent and warrant to the other that they have no actual knowledge and have not received any notice or communication from any government agency having jurisdiction over the Property, notifying such party of the presence of surface or subsurface zone Hazardous Materials in, on, or under the Property, or any portion thereof. “Actual knowledge,” as used herein, shall not impose a duty of investigation, and shall be limited to the actual knowledge of City and Developer employees and agents who have participated in the preparation of this Agreement. (c) Developer Indemnity. Developer agrees to indemnify, defend and hold City, and its officers, agents, employees, and volunteers, harmless from and against any claim, action, suit, proceeding, loss, cost, damage, liability, deficiency, fine, penalty, punitive damage, or expense (including, without limitation, attorneys’ fees), resulting from, arising out of, or based upon: (a) the presence, release, use, generation, discharge, storage or disposal of any Hazardous Materials on, under, in or about, or the transportation of any such Hazardous Materials to or from, the Property; or (b) the violation, or alleged violation, of any statute, ordinance, order, rule, regulation, permit, 146
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judgment or license relating to the use, generation, release, discharge, storage, disposal or transportation of Hazardous Materials on, under, in or about, to or from, the Property.

This indemnity shall include, without limitation, any damage, liability, fine, penalty, parallel indemnity after closing cost or expense arising from or out of any claim, action, suit or proceeding for personal injury (including sickness, disease or death), tangible or intangible property damage, compensation for lost wages, business income, profits or other economic loss, damage to the natural resource or the environment, nuisance, contamination, leak, spill, release or other adverse effect on the environment. At the request of Developer, City shall cooperate with and assist Developer in its defense of any such claim, action, suit, proceeding, loss, cost, damage, liability, deficiency, fine, penalty, punitive damage, or expense, provided that City shall not be obligated to incur any expense in connection with such cooperation or assistance. (d) Hazardous Materials Definition. For purposes of this Agreement, Hazardous Materials means any substance, material, or waste which is or becomes defined and is regulated as hazardous by any governmental authority, the State of California, or the United States government, but shall not include commercially reasonable amounts of such materials in the ordinary course of the development and operation of the Property which are used and stored in accordance with all applicable environmental laws, ordinances and regulations.

16. Notices, Demands and Communications Between Parties. Any approval, disapproval, demand, document or other notice (“Notice”) which either party may desire to give to the other party under this Agreement must be in writing and may be given by any commercially acceptable means to the party to whom the Notice is directed at the address of the party as set forth below, or at any other address as that party may later designate by Notice.

To City: Michael Reid
City Manager
City of Fowler
128 South 5th Street
Fowler, CA 93625
(559) 834-3113
[email protected]
To Developer: JGSS FOOD SERVICE, INC
ATTN: Gurkarn Bains
2702 Vineyard Pl.

Fowler, CA 93625
559-834-4763
[email protected]
Any written notice, demand or communication shall be deemed received immediately if delivered by hand; 24 hours after delivery to a receipted, overnight delivery service such as FedEx; 24 hours after delivery be e-mail with an acknowledgement of receipt by the intended 147
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recipient; and on the fourth (4th) day from the date it is postmarked if delivered by USPS Certified Mail.

17. Enforced Delay; Extension of Times of Performance. In addition to specific provisions of this Agreement, performance by either party hereunder shall not be deemed to be in default, and all performance and other dates specified in this Agreement shall be extended, where delays or defaults are due to: war; insurrection; pandemic; riots; floods; earthquakes; fires; casualties; acts of God; acts of the public enemy; governmental restrictions or priority; litigation; acts or omissions of the other party; or acts or failures to act of City or any other public or governmental agency or entity (other than the acts or failures to act of City which shall not excuse performance by City, but where any unreasonable delay by City on an action required by this Agreement shall toll the timeframes for an amount of time equal to such unreasonable delays). Notwithstanding anything to the contrary in this Agreement, an extension of time for any such cause shall be for the period of the enforced delay and shall commence to run from the time of the commencement of the cause, if Notice by the party claiming such extension is sent to the other party within thirty (30) days of the commencement of the cause. Times of performance under this Agreement may also be extended in writing by the mutual agreement of City and Developer. Notwithstanding any provision of this Agreement to the contrary, the lack of funding to complete the Developer Improvements shall not constitute grounds of enforced delay pursuant to this Agreement.

18. No Third-Party Beneficiaries Excepting City. Excepting only City, which shall be deemed to be a third-party beneficiary of this Agreement, there shall be no third-party beneficiaries of this Agreement.

19. No Waiver. Any failures or delays by either party in asserting any of its rights and remedies as to any Default shall not operate as a waiver of any Default or of any such rights or remedies or deprive either such party of its right to institute and maintain any actions or proceedings which it may deem necessary to protect, assert or enforce any such rights or remedies. Nor shall a waiver by either party of a breach of any of the conditions or agreements under this Agreement to be performed by the other party shall not be construed as a waiver of any succeeding breach of the same or other covenants, agreements, restrictions or conditions of this Agreement.

20. Modifications. Any alteration, change or modification of or to this Agreement, in order to become effective, shall be made in writing and in each instance signed on behalf of each party.

21. Successors and Assigns. All the terms and conditions of this Agreement shall be binding upon Developer and its permitted successors and assigns. Whenever the term “Developer” is used in this Agreement, such term shall include any other permitted successors and assigns as herein provided.

22. Assignment by City. The City may assign or transfer any of its rights or obligations under this Agreement without the approval of Developer.

23. Relationship Between City and Developer. It is hereby acknowledged that the relationship between City and Developer is not that of a partnership or joint venture and that City 148
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and Developer shall not be deemed or construed for any purpose to be the agent of the other.

Except as expressly provided herein or in the Attachments hereto, City shall not have any rights, powers, duties or obligations with respect to the development, operation, maintenance or management of the Developer Improvements.

24. Counterparts. This Agreement may be signed in multiple counterparts which, when signed by all parties, shall constitute a binding agreement. This Agreement shall be executed in two (2) originals, each of which is deemed to be an original.

25. Integration. This Agreement contains the entire understanding between the parties relating to the transaction contemplated by this Agreement, notwithstanding any previous negotiations or agreements between the parties or their predecessors in interest with respect to all or any part of the subject matter hereof. All prior or contemporaneous agreements, understandings, representations and statements, oral or written, are merged in this Agreement and shall be of no further force or effect. Each party is entering this Agreement based solely upon the representations set forth herein and upon each party’s own independent investigation of any and all facts such party deems material.

26. Severability. If any term, provision, condition or covenant of this Agreement or its application to any party or circumstances shall be held, to any extent, invalid or unenforceable, the remainder of this Agreement, or the application of the term, provision, condition or covenant to persons or circumstances other than those as to whom or which it is held invalid or unenforceable, shall not be affected, and shall be valid and enforceable to the fullest extent permitted by law.

27. Legal Advice. Each party represents and warrants to the other the following: they have carefully read this Agreement, and in signing this Agreement, they do so with full knowledge of any right which they may have; they have received independent legal advice from their respective legal counsel as to the matters set forth in this Agreement, or have knowingly chosen not to consult legal counsel as to the matters set forth in this Agreement; and, they have freely signed this Agreement without any reliance upon any agreement, promise, statement or representation by or on behalf of the other party, or their respective agents, employees, or attorneys, except as specifically set forth in this Agreement, and without duress or coercion, whether economic or otherwise.

28. Cooperation. Each party agrees to cooperate with the other in this transaction and, in that regard, to sign any and all documents which may be reasonably necessary, helpful, or appropriate to carry out the purposes and intent of this Agreement including, but not limited to, releases or additional agreements.

29. Rights and Remedies Are Cumulative. Except as otherwise expressly stated in this Agreement, the rights and remedies of the parties are cumulative, and the exercise by either party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other party.
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30. Applicable Law. The laws of the State of California shall govern the interpretation and enforcement of this Agreement.

31. Non-Liability of Officials and Employees of the City. No member, official or employee of the City shall be personally liable to the Developer, or any successor in interest, in the event of any Default or breach by the City or for any amount which may become due to the Developer or its successors, or on any obligations under the terms of this Agreement.

32. Attorneys’ Fees. In any action between the parties to interpret, enforce, reform, modify, rescind, or otherwise in connection with any of the terms or provisions of this Agreement, the prevailing party in the action shall be entitled, in addition to damages, injunctive relief, or any other relief to which it might be entitled, reasonable costs and expenses including, without limitation, litigation costs and reasonable attorneys’ fees.

SIGNATURES ON NEXT PAGE
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JGSS FOOD SERVICE, INC
__________________________ Date: _____________________
Name: [Gurkarn Bains ]
Title: [Managing Member ]

CITY OF FOWLER
__________________________ Date: _____________________
Michael Reid
City Manager
ATTEST:
_______________________________ Date: _____________________ Angela Vasquez
City Clerk
APPROVED AS TO FORM:

LOZANO SMITH
__________________________ Date: _____________________
Scott G. Cross
City Attorney
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EXHIBIT A

LEGAL DESCRIPTION
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EXHIBIT B

INSURANCE REQUIREMENTS
Developer shall take out and maintain at its own expense the insurance coverage required by this Exhibit B. Said insurance shall be maintained at all times during the term of this Agreement. All insurance shall be placed with insurance companies that are licensed and admitted to conduct business in the State of California and are rated at a minimum with an "A:VII" by A.M. Best Company, unless otherwise acceptable to the City.
a. Minimum Limits of Insurance. Developer shall maintain the following types of insurance with limits no less than specified:
i. General Liability Insurance (including operations, products and completed operations coverages) in an amount not less than $2,000,000 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.
ii. Worker's Compensation Insurance as required by the State of California. iii. Automobile Liability Insurance in an amount not less than $1,000,000 per accident for bodily injury and property damage.
iv. Umbrella or Excess Liability. In the event Developer purchases an Umbrella or Excess insurance policy(ies) to meet the “Minimum Limits of Insurance,” this insurance policy(ies) shall “follow form” and afford no less coverage than the primary insurance policy(ies). In addition, such Umbrella or Excess insurance policy(ies) shall also apply on a primary and non-contributory basis for the benefit of the City, its officers, officials, employees, agents and volunteers. v. If Developer maintains higher limits than the minimums shown above, the City shall be entitled to coverage at the higher limits maintained. b. Other Insurance Provisions. The general liability policy is to contain, or be endorsed to contain, the following provisions:
i. The City, its officers, officials, employees, agents, and volunteers are to be covered as insured's with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Developer; and with respect to liability arising out of work or operations performed by or on behalf of the Developer including materials, parts or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Developer’s insurance (at least as broad as ISO Form 20 10 11 85 or both CG 20 10, CG 20 26, CG 20 33 or CG 20 38; and CG 20 37 forms if later revisions used).
ii. For any claims related to this Agreement, the Developer’s insurance coverage shall be primary insurance as respects the City, its officers, officials, employees, 153
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Fowler City CouncilAugust 5, 2025

Fowler City Council
August 5, 2025