CITY COUNCIL MEETING
TUESDAY, MAY 19, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625 AGENDA
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https://us06web.zoom.us/j/85685431455?pwd=iSqb8kn6vcuRlnh4pau35EyQRPuqTw.NcvPYgn Xcg5K8BXk
Telephone Number: (253) 215-8782
Meeting ID: 856 8543 1455
Passcode: 692218
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Any writing or document that is a public record and provided to a majority of the City Council regarding an open session item on the agenda will be made available for public inspection at City Hall, in the City Clerk's office, during normal business hours. In addition, such writings and documents may be posted on the City's website at https://fowlercity.org. 1 Resolutions and Ordinances - With respect to the approval of resolutions and ordinances, the reading of the title thereto shall be deemed a motion to waive a reading of the complete resolution or ordinance and unless there is a request by a Councilmember that the resolution or ordinance be read in full, further reading of the resolution or ordinance shall be deemed waived by unanimous consent of the Council.
1. MEETING CALLED TO ORDER
2. ROLL CALL
3. APPROVAL OF AGENDA
4. INVOCATION BY PASTOR JESUS VALENCIA OF VISION CHURCH
5. PLEDGE OF ALLEGIANCE
6. CEREMONIAL PRESENTATIONS
A. Public Works Week Proclamation
B. Proclamation recognizing outgoing Recreation Commissioner, Roy Alatorre
7. 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.
8. 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.
8A RATIFY Pay Warrants for May 19, 2026
8B APPROVE Minutes of the April 28, 2026 Special City Council Meeting 8C APPROVE Minutes of the May 5, 2026 City Council Meeting 8D CONSIDER approving Resolution No. 2835 to establish multiple City standards. Staff recommendation: Adopt Resolution No. 2835
8E CONSIDER approving Resolution No. 2836, a resolution directing the City Engineer to initiate and prepare the Engineer’s Report for the City’s Landscaping and Storm 2 Drainage Facilities Maintenance District No. 1 for fiscal year 2026-2027. Staff Recommendation: Adopt Resolution No. 2836.
9. CONTESTED CONSENT CALENDAR
Items pulled from the Consent Calendar will be heard individually immediately after action is taken on the Consent Calendar.
10. GENERAL ADMINISTRATION
Finance
A DIRECTION, provide direction to staff regarding the proposed loan application amount to be submitted to Rural Community Assistance Corporation for the Police Department and Senior Center Project.
B RECEIVE, the Fiscal Year 2026-2027 Proposed Budget Workshop Planning
C CONSIDER the following:
i. The introduction and waiver of the first reading by title only of Ordinance No. 2026-04, prezoning Assessor’s Parcel Number 345-100-05 to the R-1-6 zone district, with an R-3 Implementing zone district designation, prezoning the northern half of Assessor’s Parcel Number 345-100-04 to the R-1-10 zone district, with an R-1 implementing zone district, and prezoning the southern half of Assessor’s Parcel Number 345-100-04 to the R-1-7 zone district, with an R-2 implementing zone district;
ii. Resolution No. 2831, finding that Planning Project No. 25-44 is consistent with the City’s General Plan and General Plan Environmental Impact Report pursuant to CEQA Guidelines Section 15183, Approving Tentative Parcel Map No. 2025- 45, and Approving Vesting Tentative Subdivision Map No. 6537, as conditioned; and
iii. Initiating annexation of Assessor’s Parcel Numbers 345-100-05 and 345-100-
04. Staff recommendation: the City Council introduce and waive the first reading of Ordinance No. 2026-04, open the public hearing, close the public hearing, approve Ordinance No. 2026-04, adopt the Resolution, and initiate the annexation of APN 345-100-05 and 345-100-04.
D CONSIDER: Adopting Ordinance No. 2026-05 Modifying the Regulations related to Tobacco Retailers, Council waive the First Reading of the Ordinance by title only and Conduct a Public Hearing for Ordinance No. 2026-05. Staff Recommends: Council Waive the first reading by title only of Ordinance No. 2026-05 Repealing and Replacing Chapter 20 of Title 5 relating to the regulation of Tobacco Retailers; Open 3 the Public Hearing; Close the Public Hearing; and Adopt Ordinance No. 2026-05 as modified.
E CONSIDER: the Reclassification of a Position in the Community Development Department:
i. Resolution No. 2833, the Position Authorization Resolution, converting the Permits & Entitlements Coordinator to Administrative Analyst. Staff Recommendation: Approve Resolution No. 2833.
ii. Resolution No. 2834, the Salary Classification Schedule Resolution, establishing the salary for the Administrative Analyst position. Staff Recommendation: Approve Resolution No. 2834.
Public Works
F CONSIDER approving a professional services agreement with Provost & Pritchard Consulting Group in the amount of $109,500 to collect survey, prepare a Plans, Specifications, and Estimate (PS&E) package, Right-of-way acquisition, and construction management services for the Measure C Safe Routes to Schools Project and authorize the City Manager to execute the agreement.
Staff Recommendation: Approve the professional services agreement with Provost & Pritchard Consulting Group.
11. STAFF COMMUNICATIONS
12. COUNCILMEMBER REPORTS AND COMMENTS
13. ADJOURN
Next Ordinance No. 2026-06
Next Resolution No. 2837
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, May 14, 2026.
Angela Vasquez, CPMC
City Clerk
4 CHECK NUMBERS CHECK DATES AMOUNT
ACCOUNTS PAYABLE CHECKS
Regular checks 46530 - 46613 April 29 - May 07 $ 1,289,889.03 TOTAL ACCOUNTS PAYABLE CHECKS $ 1,289,889.03
PAYROLL COSTS
First May Bi-Weekly Payroll $ 142,895.42
TOTAL PAYROLL COSTS $ 142,895.42
TOTAL CASH DISBURSEMENTS $ 1,432,784.45
NOTE:
Voided Check 46582
CITY OF FOWLER
WARRANTS LIST
May 19,2026
5 Section 8, Item 8A
SUPERION PAGE NUMBER: 1
DATE: 04/29/2026 CITY OF FOWLER VENCHK11
TIME: 19:18:12 CHECK REGISTER ACCOUNTING PERIOD: 10/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46530 1001 04/29/26 11689 A & C TIRE SERVICE 5202 FLAT REPAIR 20.00 46531 1001 04/29/26 15013 ADVANCED PEST WIPEOUT 5185 PEST CONTROL 4/27/26 90.00 46531 1001 04/29/26 15013 ADVANCED PEST WIPEOUT 5185 PEST CONTROL 4/27/26 95.00 TOTAL CHECK 185.00
46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5110 SUPPLIES PARKS 68.38 46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5110 SUPPLIES STREETS 68.37 46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5110 SUPPLIES WATER 68.37 46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5200 FLEET STREETS 54.44 46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5200 FLEET STREETS 23.28 46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5195 SUPPLIES STREETS 9.19 46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5200 FLEET STREETS 32.67 46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5100 OFFICE SUPPLY 27.22 46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5121 DOG BED 56.68 46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5185 WASTE BAGS 383.58 46532 1001 04/29/26 14519 AMAZON CAPITAL SERVICES 5195 SUPPLIES STREETS 19.60 TOTAL CHECK 811.78
46533 1001 04/29/26 13636 BIG TEX 5200 FLEET STREETS 22.87 46534 1001 04/29/26 14354 BOOT BARN, INC. 5130 BOOTS ARTIAGA 199.99 46535 1001 04/29/26 10024 BSK ASSOCIATES 5220 WATER TESTING 221.77 46535 1001 04/29/26 10024 BSK ASSOCIATES 5220 WATER TESTING 206.77 46535 1001 04/29/26 10024 BSK ASSOCIATES 5220 WATER TESTING 206.77 46535 1001 04/29/26 10024 BSK ASSOCIATES 5220 WATER TESTING 193.72 46535 1001 04/29/26 10024 BSK ASSOCIATES 5220 WATER TESTING 206.77 46535 1001 04/29/26 10024 BSK ASSOCIATES 5220 WATER TESTING 38.11 TOTAL CHECK 1,073.91
46536 1001 04/29/26 10556 CNA SURETY DIRECT BILL 5801 USDA LOAN BOND INS 1,175.00 46537 1001 04/29/26 11793 DON BERRY CONSTRUCTION 2050 HYDRANT REFUND-WAT04 1,972.33 46538 1001 04/29/26 14238 INFOSEND, INC 5621 UTILITY BILL PROCESSI 1,416.28 46538 1001 04/29/26 14238 INFOSEND, INC 5621 MARCH SERV 2026 589.09 TOTAL CHECK 2,005.37
46539 1001 04/29/26 15208 JORGE NUNEZ 5110 DJ PANCAKE & PETS 400.00 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 1,196.62 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 1,323.99 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 1,050.43 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 2041 HEALTH BENEFIT MAY26 1,580.00 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 1,661.02 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 1,778.14 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 1,980.04 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 11,738.76 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 12,691.70 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 2,418.23 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 1,871.11 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 5,070.67 46540 1001 04/29/26 13496 KEENAN & ASSOCIATES 5084 HEALTH BENEFIT MAY26 6,103.59 TOTAL CHECK 50,464.30
6 Section 8, Item 8A
SUPERION PAGE NUMBER: 2
DATE: 04/29/2026 CITY OF FOWLER VENCHK11
TIME: 19:18:12 CHECK REGISTER ACCOUNTING PERIOD: 10/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46541 1001 04/29/26 10215 NELSON'S ACE HARDWARE 5200 SUPPLIES PARKS 28.16 46541 1001 04/29/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES PARKS 47.71 46541 1001 04/29/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES WATER 26.88 46541 1001 04/29/26 10215 NELSON'S ACE HARDWARE 5195 SUPPLIES WATER 79.53 TOTAL CHECK 182.28
46542 1001 04/29/26 14843 O'REILLY AUTO PARTS 5200 FLEET STREETS 173.47 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 630 W FRESNO 4/22/26 510.82 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 108 E PEACH 4/22/26 45.98 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 3079 MANN 4/21/26 53.19 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 429 E MERCED 4/23/26 7.15 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 108 S 5TH 4/15/26 780.92 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 8TH/VINE 4/15/26 16.42 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 ADAMS/DEEAD 4/15/26 19.42 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 CLAYTON/ARMST 4/15/26 246.70 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 GLDST/VLY DR 4/15/26 195.80 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LS1-A HWY LT 4/15/26 20.30 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LS1-C HWY 4/15/26 328.66 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LS1-E HWY LT 4/15/26 12.70 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LS1-F HWY LT 4/15/26 45.64 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LS1-F HWY LT 4/15/26 402.46 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LS1-HWY LT 4/15/26 11.08 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 4/15/26 41.54 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 4/15/26 1,448.06 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 4/15/26 61.79 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LS2-A HWY LT 4/15/26 937.51 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 LSI-E HWY LT 4/15/26 1,092.82 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 SUMER&MAGNOL 4/15/26 5.94 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 SUMNER/HW99 4/15/26 11.87 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 T5088 4/15/26 134.70 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 TEMP/PARL 4/15/26 41.54 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 TR5041 4/15/26 108.49 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 TR5090 4/15/26 28.47 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 TSFR 3LTS 4/15/26 12.70 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 3003 S GSB 4/22/26 25.12 46543 1001 04/29/26 10237 P G & E - SACRAMENTO 5170 679 KAND 4/22/26 29.13 TOTAL CHECK 6,676.92
46544 13655 PROVOST & PRITCHARD VOID: MULTI STUB CHECK
46545 13655 PROVOST & PRITCHARD VOID: MULTI STUB CHECK
46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 WATER WELL NO 9 15,480.30 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 CITY OF FOWLER TCP TR 1,005.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5710 CITY OF FOWLER WATER 594.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 ENG CUP FOWLER BAPTIS 1,146.50 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 ENG CUP FOWLER BAPTIS 136.80 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5710 CITY OF FOWLER 4TH AN 1,375.50 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 WELL 9 DESIGN PM 436.80 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 ENG FM TRACT 6405 231.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 CITY OF FOWLER ENG CO 2,471.70 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 ENG/FB BP24 0171 118 231.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5801 ENG FIRESTATION REMOD 6,404.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5710 CM & OBSERVATION SERV 8,747.40 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 MARSHALL ESTATES II R 1,054.80 7 Section 8, Item 8A
SUPERION PAGE NUMBER: 3
DATE: 04/29/2026 CITY OF FOWLER VENCHK11
TIME: 19:18:12 CHECK REGISTER ACCOUNTING PERIOD: 10/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 SAN ANTONIO BASIN INT 406.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 PANZAK PARK ACCESSIBI 4,044.25 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 ENG/FB BP25-125 409 200.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 CITY OF FOWLER SEWER 3,024.40 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5710 ENF FB BP25-0257 2210 400.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 ENG/FB-BP25-0295 720 1,946.50 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 2025 ON-CALL CIVIL EN 19,738.39 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 2025 CITY OF FOWLER E 1,110.60 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 SAFE STREETS FOR ALL 504.90 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 CITY OF FOWLER MUNICI 5,184.50 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 CONDITIONAL USE PERMI 2,326.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 TENTATIVE SUBDIVISION 1,723.50 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 SITE PLAN REVIEW APPL 426.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 TENTATIVE SUBDIVISION 3,536.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 TENTATIVE SUBDIVISION 3,008.50 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 EPA GRANT WELL NO 9 S 2,000.50 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 TENTATIVE SUBDIVISION 2,270.70 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 TENTATIVE SUBDIVISION 1,031.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 SITE PLAN REVIEW 25-1 303.20 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 SITE PLAN REVIEW NO 2 1,067.40 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 VESTING TENTATOVE SUB 1,520.70 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 VARIANCE NO 25-42-100 390.30 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 TENTATIVE SUBDIVISION 687.20 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 TENTATIVE SUBDIVISION 2,631.00 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 TENTATIVE PARCEL MAP 838.20 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 SITE PLAN REVIEW 25-4 583.40 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 ZONING CLEARENCE 25-5 1,103.10 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 SITE PLAN REVIEW 25-5 1,000.30 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 SITE PLAN REVIEW 25-5 2,977.70 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5510 PLN TENTATIVE SUBDIVI 115.50 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 CITY OF FOWLER ON CAL 18,829.12 46546 1001 04/29/26 13655 PROVOST & PRITCHARD 5220 MINOR DEVIATION APPLI 246.00 TOTAL CHECK 124,489.66
46547 1001 04/29/26 14479 RG POWER 5200 FLEET STREETS 10.90 46548 1001 04/29/26 10296 STAPLES CREDIT PLAN 5110 OFF SUPP ADMIN 247.98 46548 1001 04/29/26 10296 STAPLES CREDIT PLAN 5110 OFF SUPP ADMIN 44.35 46548 1001 04/29/26 10296 STAPLES CREDIT PLAN 5110 OFF SUPP ADMIN 79.05 TOTAL CHECK 371.38
46549 1001 04/29/26 14995 TDG ENGINEERING INC 5510 SAFETY ACTION PLAN 8,041.00 46549 1001 04/29/26 14995 TDG ENGINEERING INC 5510 SAFETY ACTION PLAN 9,040.00 TOTAL CHECK 17,081.00
46550 1001 04/29/26 12791 THE MOWERS EDGE 5200 BLADE REPLACEMENT 98.07 46551 1001 04/29/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 3/19 132.37 46551 1001 04/29/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 3/19 132.37 46551 1001 04/29/26 13543 UNIFIRST CORPORATION 5185 UNIFORM STREET 3/26 137.49 46551 1001 04/29/26 13543 UNIFIRST CORPORATION 5185 UNIFORM WATER 3/26 137.49 46551 1001 04/29/26 13543 UNIFIRST CORPORATION 5100 MATS 4/23/26 9.70 46551 1001 04/29/26 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 4/23/26 9.70 46551 1001 04/29/26 13543 UNIFIRST CORPORATION 5185 MATS/MOPS 4/23/26 78.16 46551 1001 04/29/26 13543 UNIFIRST CORPORATION 5185 JANIT SNRCT 4/23 38.91 TOTAL CHECK 676.19
8 Section 8, Item 8A
SUPERION PAGE NUMBER: 4
DATE: 04/29/2026 CITY OF FOWLER VENCHK11
TIME: 19:18:12 CHECK REGISTER ACCOUNTING PERIOD: 10/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 1.86 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 12.10 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 17.31 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 18.87 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 40.27 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 34.42 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 27.95 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 31.92 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 32.51 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 141.84 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 2048 VISION BENEFIT MAY26 239.07 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 108.49 46552 1001 04/29/26 11335 VISION SERVICE PLAN - (CA 5084 VISION BENEFIT MAY26 308.37 TOTAL CHECK 1,014.98
TOTAL FUND 209,105.40
9 Section 8, Item 8A
SUPERION PAGE NUMBER: 5
DATE: 04/29/2026 CITY OF FOWLER VENCHK11
TIME: 19:18:12 CHECK REGISTER ACCOUNTING PERIOD: 10/26
FUND - 201 - DISTRICT SALES TAX
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46553 1001 04/29/26 15149 KATCH GENERAL 5710 SENIOR CENTER 763,977.93 46554 1001 04/29/26 13655 PROVOST & PRITCHARD 5710 ENG PD HQ CONSTRUCTIO 1,680.00 TOTAL FUND 765,657.93
10 Section 8, Item 8A
SUPERION PAGE NUMBER: 6
DATE: 04/29/2026 CITY OF FOWLER VENCHK11
TIME: 19:18:12 CHECK REGISTER ACCOUNTING PERIOD: 10/26
FUND - 236 - ACTIVE TRNSPORT PLN (ATP)
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46555 1001 04/29/26 15213 4CREEKS 5710 ENGINEERING SERVICES 8,571.77 TOTAL FUND 8,571.77
TOTAL REPORT 983,335.10
11 Section 8, Item 8A
SUPERION PAGE NUMBER: 1
DATE: 05/01/2026 CITY OF FOWLER VENCHK11
TIME: 12:53:36 CHECK REGISTER ACCOUNTING PERIOD: 11/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46556 1001 05/01/26 11382 WHISENHUNT, GARY 5260 ABPA CONFERENCE 1,751.52 TOTAL FUND 1,751.52
TOTAL REPORT 1,751.52
12 Section 8, Item 8A
SUPERION PAGE NUMBER: 1
DATE: 05/06/2026 CITY OF FOWLER VENCHK11
TIME: 17:32:40 CHECK REGISTER ACCOUNTING PERIOD: 11/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46557 1001 05/06/26 14813 24/7 PET VET 5220 ANIMAL CARE 1,008.23 46558 1001 05/06/26 15524 ALISON RENNEE JARRELL 2057 LICENSE FEE REFUND 4.00 46558 1001 05/06/26 15524 ALISON RENNEE JARRELL 3103 LICENSE FEE REFUND 40.00 TOTAL CHECK 44.00
46559 1001 05/06/26 14519 AMAZON CAPITAL SERVICES 5300 BOOKS 77.32 46559 1001 05/06/26 14519 AMAZON CAPITAL SERVICES 5110 OFFICE SUPPLIES 34.64 46559 1001 05/06/26 14519 AMAZON CAPITAL SERVICES 5104 BBQ COVER 16.66 46559 1001 05/06/26 14519 AMAZON CAPITAL SERVICES 5110 DOCUMENT HLDR 34.15 46559 1001 05/06/26 14519 AMAZON CAPITAL SERVICES 5121 ETHERNET CABLE (10) 69.35 46559 1001 05/06/26 14519 AMAZON CAPITAL SERVICES 5110 OFFICE SUPPLIES 38.98 46559 1001 05/06/26 14519 AMAZON CAPITAL SERVICES 5121 STAPLER 18.30 46559 1001 05/06/26 14519 AMAZON CAPITAL SERVICES 5121 TWO PLANNERS 21.68 TOTAL CHECK 311.08
46560 1001 05/06/26 14576 ANGELA VASQUEZ 5260 TRAVEL ADV VASQUEZ 400.00 46561 1001 05/06/26 15088 AT&T MOBILITY 5160 FIRSTNET 1,289.38 46562 1001 05/06/26 13635 BARNES WELDING SUPPLY 5200 SUPPLIES WATER 52.86 46563 1001 05/06/26 10026 BCT CONSULTING 5230 ANNNUAL REC CHRGS 899.95 46564 1001 05/06/26 10024 BSK ASSOCIATES 5220 WATER TESTING 38.11 46564 1001 05/06/26 10024 BSK ASSOCIATES 5220 WATER TESTING 38.11 46564 1001 05/06/26 10024 BSK ASSOCIATES 5170 WELL 7 TCP 150.17 TOTAL CHECK 226.39
46565 1001 05/06/26 10025 BUFORD OIL COMPANY 5210 GAS 6,513.17 46566 1001 05/06/26 15438 BURKE,WILLIAMS & SORENSEN 5620 LEGAL SERVICES 15,429.00 46567 1001 05/06/26 15133 CALIFORNIA ENERGY COMMISS 5804 SOLAR PRIN PAY 13,741.63 46568 1001 05/06/26 14131 SWEEPING CORP OF AMERICA 5220 STREET SWEEP APR26 4,500.00 46568 1001 05/06/26 14131 SWEEPING CORP OF AMERICA 5220 SWEEP WSTE MGMT YRD 1,000.00 TOTAL CHECK 5,500.00
46569 1001 05/06/26 10064 COLONIAL LIFE INSURANCE C 2042 EMP DE APR26 47.42 46570 1001 05/06/26 14356 COMCAST 5160 VOICE 51.76
46571 1001 05/06/26 11226 COMMUNITY MEDICAL CENTER 5310 SAFE KIT 100.00 46572 1001 05/06/26 12300 COOKS COMMUNICATIONS 5205 TOOL BOX AND INSTALL 911.85 46572 1001 05/06/26 12300 COOKS COMMUNICATIONS 5205 STORAGE BOX & INSTALL 1,560.26 TOTAL CHECK 2,472.11
46573 1001 05/06/26 14429 CORE & MAIN 5202 SUPPLIES WATER 64.72 46574 1001 05/06/26 10087 DEPARTMENT OF TRANSPORTAT 5202 TRAF SIG JAN-MAR26 409.06 46575 1001 05/06/26 10102 ERMA 5220 LEGALEXP-LCW 397.50 46576 1001 05/06/26 13275 FERGUSON WATERWORKS #1423 5202 MAINT SUPPLY 593.49 Check 46582 Voided PG 3
13 Section 8, Item 8A
SUPERION PAGE NUMBER: 2
DATE: 05/06/2026 CITY OF FOWLER VENCHK11
TIME: 17:32:40 CHECK REGISTER ACCOUNTING PERIOD: 11/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 6.53 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 19.61 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 13.15 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 10.44 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 29.41 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 18.52 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 21.79 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 2.60 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 2.81 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 15.24 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 6.53 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 41.26 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 7.62 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 12.95 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 15.25 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STRET SUPPLIES 57.73 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 10.88 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 20.01 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 65.34 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 34.85 46577 1001 05/06/26 14245 FOWLER ACE HARDWARE 5121 STREET SUPPLIES 8.70 TOTAL CHECK 421.22
46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 65.38 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 3.26 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 2.17 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 30.01 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 28.96 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 99.44 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 30.50 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 61.01 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 13.07 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 17.42 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 353.06 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 29.40 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 21.60 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 21.76 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 3.47 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 17.80 46578 1001 05/06/26 14247 FOWLER ACE HARDWARE 5121 WATER SUPPLIES 23.96 TOTAL CHECK 822.27
46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 13.07 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 49.01 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 34.83 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 3.85 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 17.43 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 1.08 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 10.35 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 3.26 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 49.03 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 78.37 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 10.89 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 8.71 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 81.71 14 Section 8, Item 8A
SUPERION PAGE NUMBER: 3
DATE: 05/06/2026 CITY OF FOWLER VENCHK11
TIME: 17:32:40 CHECK REGISTER ACCOUNTING PERIOD: 11/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 6.89 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 16.94 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 55.56 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 68.61 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5121 SUPPLIES PARKS 13.04 46579 1001 05/06/26 14249 FOWLER ACE HARDWARE 5110 SUPPLIES 23.51 TOTAL CHECK 546.14
46580 1001 05/06/26 14414 FOWLER BAPTIST CHURCH 5182 TMP SR CTR RNT MAY26 1,500.00 46581 1001 05/06/26 10854 FRESNO CITY COLLEGE 5300 POST SUPERIOR 294.00 46582 1001 05/06/26 11760 FRESNO COUNTY SHERIFFS OF 5250 INTEREST FOR JUDGEMEN 44.26 46582 1001 05/06/26 11760 FRESNO COUNTY SHERIFFS OF 5271 DISPATCH SERVICES 11,532.45 TOTAL CHECK 11,576.71
46583 1001 05/06/26 10137 GLEIM-CROWN PUMP, INC 5710 SUPPLIES WATER 213.73 46584 1001 05/06/26 14749 HOFFMAN SECURITY 5220 MONIT SVC APR26 151.33 46584 1001 05/06/26 14749 HOFFMAN SECURITY 5220 MONIT SVC APR26 151.33 46584 1001 05/06/26 14749 HOFFMAN SECURITY 5220 MONIT SVC APR26 151.34 46584 1001 05/06/26 14749 HOFFMAN SECURITY 5220 MONIT SVC MAY26 133.00 46584 1001 05/06/26 14749 HOFFMAN SECURITY 5220 MONIT SVC MAY26 89.95 TOTAL CHECK 676.95
46585 1001 05/06/26 15061 JB ELECTRIC 5710 HARRIS PARK 40,000.00 46585 1001 05/06/26 15061 JB ELECTRIC 5203 DW PARK 325.00 TOTAL CHECK 40,325.00
46586 1001 05/06/26 14111 KIMBALL MIDWEST 5203 SUPPLIES PARKS 263.58 46587 1001 05/06/26 14607 KIM'S BIRTHDAY PARTY PETT 5110 PANCAKE &PETS ZOO 497.50 46588 1001 05/06/26 14641 KINGS MEDICAL CENTER, INC 5110 MEDICAL FOR HIRING 665.58 46589 1001 05/06/26 15215 LEES SERVICE 5205 DIAGNOSTIC 552.96 46589 1001 05/06/26 15215 LEES SERVICE 5205 02 SENSOR 467.67 46589 1001 05/06/26 15215 LEES SERVICE 5205 DIAGNOSTIC-ENGINE 273.43 TOTAL CHECK 1,294.06
46590 1001 05/06/26 14428 NAVIA BENEFIT SOLUTIONS 5220 COBRA APR26 200.00 46591 1001 05/06/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 234.31 46591 1001 05/06/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 15.18 46591 1001 05/06/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 107.67 46591 1001 05/06/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 176.14 46591 1001 05/06/26 14843 O'REILLY AUTO PARTS 5110 PPE STREETS 42.49 46591 1001 05/06/26 14843 O'REILLY AUTO PARTS 5205 FLEET STREETS 26.14 TOTAL CHECK 601.93
46592 1001 05/06/26 10237 P G & E - SACRAMENTO 5170 GLDST/MAN SIG 4/28/26 120.32 46592 1001 05/06/26 10237 P G & E - SACRAMENTO 5170 ADAMS&GLDNST 4/29/26 157.41 46592 1001 05/06/26 10237 P G & E - SACRAMENTO 5170 220 E MAIN 4/30/26 57.64 46592 1001 05/06/26 10237 P G & E - SACRAMENTO 5170 300 W MERCED 3/30/26 .60 46592 1001 05/06/26 10237 P G & E - SACRAMENTO 5170 MERCED/8TH 4/28/26 28.07 46592 1001 05/06/26 10237 P G & E - SACRAMENTO 5170 700 MERCE#A 553.13 553.11 Voided Check 46582
15 Section 8, Item 8A
SUPERION PAGE NUMBER: 4
DATE: 05/06/2026 CITY OF FOWLER VENCHK11
TIME: 17:32:40 CHECK REGISTER ACCOUNTING PERIOD: 11/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46592 1001 05/06/26 10237 P G & E - SACRAMENTO 5170 MANN&GLDST 4/24/26 14.29 TOTAL CHECK 931.44
46593 1001 05/06/26 15012 R/G AWARD SYSTEMS 5110 JR AMBASSADOR SUPP 125.32 46594 1001 05/06/26 13075 RAPID AUTOBODY AND WHEEL 5205 LIFT GATE GLASS 965.51 46595 1001 05/06/26 14479 RG POWER 5121 FLEET STREETS 24.11 46596 1001 05/06/26 11880 RJ BERRY JR INC 5182 TRACTOR/DISC RENTAL 800.00 46597 1001 05/06/26 15526 SANTIAGO,YANET 2050 UTILITY REFUND 100.00 46598 1001 05/06/26 15498 SEBASTIAN 5220 MONITORING MAY26 69.95 46599 1001 05/06/26 10296 STAPLES CREDIT PLAN 5100 OFF SUPP ADMIN 76.94 46599 1001 05/06/26 10296 STAPLES CREDIT PLAN 5100 SUPPLIES 30.01 46599 1001 05/06/26 10296 STAPLES CREDIT PLAN 5100 SUPPLIES 146.71 46599 1001 05/06/26 10296 STAPLES CREDIT PLAN 5100 SUPPLIES 34.08 46599 1001 05/06/26 10296 STAPLES CREDIT PLAN 5100 SUPPLIES 34.19 46599 1001 05/06/26 10296 STAPLES CREDIT PLAN 5100 SUPPLIES 47.16 46599 1001 05/06/26 10296 STAPLES CREDIT PLAN 5100 SUPPLIES 14.97 46599 1001 05/06/26 10296 STAPLES CREDIT PLAN 5100 SUPPLIES 54.93 46599 1001 05/06/26 10296 STAPLES CREDIT PLAN 5100 SUPPLIES 37.33 TOTAL CHECK 476.32
46600 1001 05/06/26 10085 STATE OF CA DEPARTMENT OF 5310 BLOOD ALCOHOL 35.00 46600 1001 05/06/26 10085 STATE OF CA DEPARTMENT OF 5310 BLOOD ANALYSIS/DUI 35.00 46600 1001 05/06/26 10085 STATE OF CA DEPARTMENT OF 5310 BLOOD ANALYSIS/DUI 35.00 46600 1001 05/06/26 10085 STATE OF CA DEPARTMENT OF 5310 BLOOD ANALYSIS/DUI 35.00 TOTAL CHECK 140.00
46601 1001 05/06/26 10763 SUNBELT RENTALS 5200 BUSH HOG/CUTTER 1,405.27 46602 1001 05/06/26 15380 T MOBILE USA, INC 5160 CELLPHONE ADMIN 261.69 46603 1001 05/06/26 14792 TAP MASTERS, INC 5220 231 S 5TH ST FOWLER 12,174.00 46604 1001 05/06/26 15528 THE BRIEFING ROOM, LLC 5110 ANNUAL SUBSCRIPTION 209.58 46605 1001 05/06/26 13543 UNIFIRST CORPORATION 5185 JANIT SNRCT 4/30 49.66 46606 1001 05/06/26 15029 VANIR CONSTRUCTION MANAGE 5710 WELL#9CM MAR26 5,030.00 46607 1001 05/06/26 15522 VASQUEZ,JOHNNY 2050 UTILITY BILL REFUND 100.00 46608 1001 05/06/26 10725 VERIZON WIRELESS 5160 CELL PHONE APR26 464.52 46608 1001 05/06/26 10725 VERIZON WIRELESS 5160 CELL PHONE APR26 160.04 46608 1001 05/06/26 10725 VERIZON WIRELESS 5160 CELL PHONE APR26 506.12 TOTAL CHECK 1,130.68
46609 1001 05/06/26 15523 YOANNA PINEDA 3515 LICENSE FEE REFUND 52.00 46609 1001 05/06/26 15523 YOANNA PINEDA 3103 LICENSE FEE REFUND 40.00 46609 1001 05/06/26 15523 YOANNA PINEDA 2057 LICENSE FEE REFUND 4.00 TOTAL CHECK 96.00
16 Section 8, Item 8A
SUPERION PAGE NUMBER: 5
DATE: 05/06/2026 CITY OF FOWLER VENCHK11
TIME: 17:32:40 CHECK REGISTER ACCOUNTING PERIOD: 11/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT TOTAL FUND 133,539.95
17 Section 8, Item 8A
SUPERION PAGE NUMBER: 6
DATE: 05/06/2026 CITY OF FOWLER VENCHK11
TIME: 17:32:40 CHECK REGISTER ACCOUNTING PERIOD: 11/26
FUND - 201 - DISTRICT SALES TAX
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46610 1001 05/06/26 14634 DEWBERRY ARCHITECTS INC. 5710 PROF SERV 11/1-11/28 2,710.60 TOTAL FUND 2,710.60
18 Section 8, Item 8A
SUPERION PAGE NUMBER: 7
DATE: 05/06/2026 CITY OF FOWLER VENCHK11
TIME: 17:32:40 CHECK REGISTER ACCOUNTING PERIOD: 11/26
FUND - 235 - ROAD MTCE & REHAB ACT SB1
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46611 1001 05/06/26 11793 DON BERRY CONSTRUCTION 5710 FRESNO ST RECONSTUCT 156,975.15 TOTAL FUND 156,975.15
TOTAL REPORT 293,225.70
19 Section 8, Item 8A
SUPERION PAGE NUMBER: 1
DATE: 05/07/2026 CITY OF FOWLER VENCHK11
TIME: 17:53:08 CHECK REGISTER ACCOUNTING PERIOD: 11/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46612 1001 05/07/26 11760 FRESNO COUNTY SHERIFFS OF 5271 DISPATCH SERVICES 11,532.45 TOTAL FUND 11,532.45
TOTAL REPORT 11,532.45
20 Section 8, Item 8A
SUPERION PAGE NUMBER: 1
DATE: 05/07/2026 CITY OF FOWLER VENCHK11
TIME: 17:59:17 CHECK REGISTER ACCOUNTING PERIOD: 11/26
FUND - 100 - GENERAL FUND
CHECK NUMBER CASH ACCT DATE ISSUED --------------VENDOR-------------- ACCT -------DESCRIPTION------- AMOUNT 46613 1001 05/07/26 11760 FRESNO COUNTY SHERIFFS OF 5250 COST FOR JUDGEMENT 15.00 46613 1001 05/07/26 11760 FRESNO COUNTY SHERIFFS OF 5250 INTEREST FOR JUDGEMEN 29.26 TOTAL CHECK 44.26
TOTAL FUND 44.26
TOTAL REPORT 44.26
21 Section 8, Item 8A
SPECIAL CITY COUNCIL MEETING
TUESDAY, APRIL 28, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625
MINUTES
1. MEETING CALLED TO ORDER
Mayor Mejia called the meeting to order at 6:01 P.M.
2. ROLL CALL
PRESENT
Juan Mejia
Amarjeet Gill
Leonard Hammer
Karnig Kazarian
Daniel Parra
City Staff Present: City Manager Reid, Assistant City Manager Rocha, Finance Director Banda, City Planner Czeshinski, Community & Economic Development Director Flood, Police Chief Gularte, City Planner Marple, City Engineer Park, City Clerk Vasquez
3. CEREMONIAL PRESENTATIONS
A. Recognition of Outgoing Councilmember Leonard J. Hammer Councilmember Hammer was honored with several proclamations, plaques, and expressions of appreciation from fellow Councilmembers, staff, family, elected officials, and community members.
4. ADJOURN
Having no further business, the meeting adjourned at 6:29 P.M. 22 Section 8, Item 8B
CITY COUNCIL MEETING
TUESDAY, MAY 05, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625
MINUTES
1. MEETING CALLED TO ORDER
Mayor Mejia called the meeting to order at 6:00 P.M.
2. ROLL CALL
PRESENT
Juan Mejia
Amarjeet Gill
Leonard Hammer
Karnig Kazarian
Daniel Parra
City Staff Present: City Manager Reid, Assistant City Manager Rocha, City Attorney Santos, Finance Director Banda, Community & Economic Development Director Flood, Police Chief Gularte, City Planner Marple, City Engineer Park, City Clerk Vasquez
3. APPROVAL OF AGENDA
Item 10C is going to be continued to the May 19, 2026 Council meeting.
6. CEREMONIAL PRESENTATIONS
A. Junior Ambassador of the Year - Harshan Bhandal
7. PUBLIC COMMENT
One member of the public spoke.
8. CONSENT CALENDAR
A. RATIFY Pay Warrants for May 5, 2026
B. APPROVE Minutes of the April 21, 2026 City Council Meeting Motion made by Gill, Seconded by Kazarian.
Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra
23 Section 8, Item 8C
10. GENERAL ADMINISTRATION
City Manager
A. Discuss and consider options for filling the councilmember vacancy on the City Council for the remainder of the term.
Four members of the public spoke.
Council directed staff to move forward with accepting applications for the vacancy.
Planning
B. Council discussion:
i. RECEIVE a review and update on the Disposition and Development Agreement (DDA) with Bill Purewal for the City-owned property on the east corner of 6th and Tuolumne Streets.
ii. PROVIDE DIRECTION to staff on how to proceed with the DDA for the property on 6th and Tuolumne.
Paul Halajian, architect, responded to questions from Council.
One member of the public spoke.
Council directed staff to continue working with Mr. Purewal.
Public Works
D. CONSIDER approving Resolution No. 2832 for project list of SB 1 Local Streets and Road Maintenance and Rehabilitation Account funds for fiscal year 2026-27. Staff Recommendation: Adopt Resolution 2832.
Motion made by Parra, Seconded by Gill.
Voting Yea: Mejia, Gill, Hammer, Kazarian, Parra
11. STAFF COMMUNICATIONS
Updates were given by Assistant City Manager Rocha, Finance Director Banda, Community & Economic Development Director Flood, and City Manager Reid.
12. COUNCILMEMBER REPORTS AND COMMENTS
Updates were given by Councilmember Kazarian, Councilmember Parra, Mayor Pro Tem Gill, and Mayor Mejia.
Councilmember Kazarian requested that his comments be incorporated into the official record. A transcript is attached.
24 Section 8, Item 8C
13. CLOSED SESSION
Pursuant to Government Code Section 54957
Threat to public facilities; Consultation with Assistant City Manager, Eric Rocha.
The meeting went into closed session at 7:14 P.M.
14. RECONVENE INTO OPEN SESSION AND REPORT ACTION
The meeting reconvened into open session at 7:20 P.M.
There was no reportable action taken on the item.
15. ADJOURN
Having no further business, the meeting was adjourned at 7:20 P.M. 25 Section 8, Item 8C
CITY COUNCIL MEETING
TUESDAY, MAY 05, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625
MINUTES ATTACHMENT
Councilmember Kazarian
I wanted to just take a moment to speak about the Armenian genocide commemoration that took place in our community. First, I wanted to recognize everyone who contributed to making the commemoration reality. All of your efforts mattered, and I genuinely appreciate that it took place. I also recently learned that Roy Alatorre first brought forward the idea for the commemoration at the Recreation Commission, and I want to acknowledge him as well. We definitely could use more Roy's in our town. So…so yeah, he's just been really, really good in terms of bringing this community together.
More importantly, the Armenian genocide is not something abstract to me. My grandfather fled the genocide as a young boy. He was only eight years old before they left, he had already said goodbye to his mother, knowing he would never see her again. And as he fled with other family members, they came under fire. Chaos broke out, and in that moment, he was told to watch over his three younger sisters, and he carried that responsibility with them as they tried to survive. At one point, unable to search for his family and care for his youngest sister, an infant, he made the impossible decision to leave her briefly with someone so he could try to find them. When he returned, she was gone and he didn't know what had happened to her. He lived with that weight for the rest of his life, believing he had failed her until he was finally able to find her, and they were reunited after a lifetime apart.
That history is something I carry, and it's why remembrance matters to me, both personally and in my role here as the only Armenian member of this council. Because of that, I want to be clear about something that should be part of the public record, especially since I've been asked about this multiple times. I initially asked about it multiple times. I did not decline to participate. I was not asked, and later I was denied. I initially chose not to push to be included because I wanted the focus to remain on the commemoration itself. But after learning shortly before the event, that concerns about my exclusion had already been raised with Juan early on, and that no effort had been made to include me, I no longer felt comfortable remaining completely absent from something so closely tied to my family's history. So I reached out and offered to contribute a brief one-to-two-minute reflection, one-to-two-minute reflection.
But I was told by Juan that the program had already been finalized and would not be adjusted.
This isn't about personal recognition or speaking time for me, it's about inclusion in a moment of remembrance. When an event is centered on a history like this, it should reflect the voices it is meant to honor. And I'll say this, while I've raised concerns about exclusion in the recent past, this goes beyond even that. When it comes to remembrance tied to people's history and identity, there should be no room for decisions influenced by personal or political considerations. Moments of remembrance deserve to rise above that. This isn't up for debate, it's something I experienced, and it reflects a lack of sensitivity.
Moving forward, I hope we honor history in a way that is inclusive, respectful, and reflective of the people it represents. Thank you.
[END OF TRANSCRIPT]
26 Section 8, Item 8C
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: May 19, 2026
FROM: SOO HO PARK, City Engineer
SUBJECT: CONSIDER approving Resolution No. 2835 to establish multiple City standards. Staff recommendation: Adopt Resolution No. 2835
EXECUTIVE SUMMARY
Consider Resolution No. 2835, which approves revisions to Standard Plans to update sidewalk, curb, gutter, and manhole improvement standards.
BACKGROUND
The Fowler City Council previously approved development improvement standards for various public infrastructure facilities related to streets, water, and sewer, etc. Staff recommends revising the following standards for the reason identified:
1. Standard Plan ST-11 – Revises the Standard Plan for sidewalk, curb and gutter improvements to include compaction requirements under sidewalk construction.
2. Standard Plan D-7 – Revises the Standard Plan for 48-inch Manholes to update the Concrete collar requirements
3. Standard Plan D-8 – Revises the Standard Plan for 54-inch Manholes to update the Concrete collar requirements
4. Standard Plan D-9 – Revises the Standard Plan for 60-inch Manholes to update the Concrete collar requirements
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. 27 Section 8, Item 8D
GENERAL PLAN CONSISTENCY
General Plan Policy PF-6
Prepare and maintain resources and mechanisms to adequately plan for, develop, and maintain public facilities.
FISCAL IMPACT
There is no increase in fiscal impact to the City. Improvements included in the Standard Plans are constructed as part of a development or a capital improvement project.
PROCUREMENT PROCESS
No procurement is associated with this action.
CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
Attachments
- Resolution No. 2835
- Standard Plan ST-11
- Standard Plan D-7
- Standard Plan D-8
- Standard Plan D-9
28 Section 8, Item 8D
RESOLUTION NO. 2835
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER
ADOPTING UPDATED CITY IMPROVEMENT STANDARD PLANS
WHEREAS, the City of Fowler has previously utilized and adopted improvement standard for construction of public infrastructure facilities; and WHEREAS, periodic updates to the improvements standards are necessary to ensure proper, construction and function of city infrastructure and other miscellaneous facilities; and WHEREAS, standard plan ST-11 provides details for construction of Curb, Gutter, and Sidewalk; and
WHEREAS, standard plan D-7 provides details for construction of a 48-inch Storm Drain Manhole; and
WHEREAS, standard plan D-8 provides details for construction of a 54-inch Storm Drain Manhole; and
WHEREAS, standard plan D-9 provides details for construction of a 60-inch Storm Drain Manhole; and
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fowler that effective immediately, Standard Plans ST-11, D-7, D-8, and D-9 are hereby adopted for inclusion in the City Improvement Standards.
PASSED, APPROVED AND ADOPTED this 19th day of May 2026, at a regular meeting of the Fowler City Council by the following vote:
AYES:
NOES:
ABSTAIN: APPROVED:
ABSENT:
___________________________
ATTEST: Juan Mejia, Mayor
_________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:
By:____________________________
ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
29 Section 8, Item 8D
REVISION DATE CITY OF FOWLER STD. DWG.
ST-11
5'-0"
CURB & GUTTER PER ST-10
PLAN OF SIDEWALK, CURB & GUTTER, SCRIBE LINE DETAILS
1. WEAKENED PLANE JOINTS SHALL BE INSTALLED IN SIDEWALK AT 20' O.C. MAXIMUM.
2. EXPANSION JOINTS SHALL BE 1/4" AND INSTALLED IN SIDEWALK AT 40' O.C. MAXIMUM.
3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB & GUTTER AT 80' O.C. MAXIMUM.
4. WHERE EXPANSIVE SOILS ARE ENCOUNTERED, 6" OF IMPORTED SAND SHALL BE PLACED UNDER THE CURBS, GUTTERS, AND SIDEWALKS.
5. ALL CONSTRUCTION SHALL BE 5 SACK CONCRETE (3,000 PSI MINIMUM)
6. THE SUBGRADE UNDER SIDEWALK SHALL ACHIEVE 90% RELATIVE COMPACTION AND 95% RELATIVE COMPACTION UNDER CURB AND GUTTER.
NOTES:
2'-6" 2'-6"
CURB & GUTTER
SCRIBE LINES EXPANSION JOINT
40' O.C.
EXPANSION JOINT
40' O.C.
9'- 6"
COMMERCIAL
RESIDENTIAL*
4/10/01
5/19/26 CURB, GUTTER, & SIDEWALK
SECTION OF SIDEWALK AND CURB
( EXCEPT THROUGH ALLEY AND DRIVE APPROACHES )
4"
80'
*PARK STRIP BETWEEN THE SIDEWALK AND CURB & GUTTER ALLOWED AS APPROVED BY THE CITY ENGINEER.
30 Section 8, Item 8D
REVISION DATE CITY OF FOWLER STD. DWG.
D-7
4/10/01
6/19/07 48" STORM DRAIN MANHOLE
2' - 0" Ø
4' - 0" Ø
4"
MIN.
12"
MIN.
V
A
RIA
BLE
2' - 0" M
AX.
V
A
RIA
BLE
V
A
RIA
BLE
V
A
RIE
S
4"
MIN.
4' - 0" Ø
ADJUSTMENT RINGS (2 MIN.)
A.C. PAVEMENT
SET FRAME IN
CONC. COLLAR
MANHOLE COVER
AND FRAME. SEE
STD DWG. D-6
ROUND CONCRETE COLLAR
ALL JOINTS SHALL BE
WATERTIGHT AND GROUTED
SMOOTH INSIDE AND OUT
5/19/26
SPRING
LINE
NATIVE SOIL
1. ALL STRAIGHT PIPE SHALL BE LAID
THROUGH MANHOLES WITH TOP
HALF REMOVED AND ROUGH
BROKEN EDGES MORTARED
SMOOTH.
2. QUARTER TURNS SHALL BE
CONSTRUCTED TO FORM A
SMOOTH FLOW-LINE OF SAME
SHAPE AND PATTERN AS BOTTOM
OF PIPE
3. ALL EXPOSED STEEL REINFORCING
SHALL BE COATED WITH 2" OF
CONCRETE.
4. MANHOLE BARREL SECTIONS,
CONICAL SECTIONS, AND
ADJUSTMENT RINGS SHALL
CONFORM TO ASTM C478.
5. SEE PLAN FOR FLOW-LINE
ELEVATIONS AND SIZE OF PIPE.
ENLARGED BASE OPTIONAL, TO
TOP OF PIPE. SURFACE OF BASE
AND CONCRETE FLOW-LINES TO
EQUAL SMOOTHNESS OF PIPE.
6. BASE SHALL BE POURED IN PLACE
WITH 6 SACK CONCRETE (4,000 PSI
MIN). BASE MAY BE MADE ROUND
OR SQUARE.
AGGREGATE
BASE
31 Section 8, Item 8D
REVISION DATE CITY OF FOWLER STD. DWG.
D-8
4/10/01
6/19/07 54" STORM DRAIN MANHOLE
2' - 0" Ø
12"
MIN.
V
A
RIA
BLE
2' - 0" M
AX.
V
A
RIA
BLE
V
A
RIE
S
4"
MIN.
5/19/26
4' - 6"
4"
MIN.
12" V
A
RIA
BLE
60°
4' - 0" Ø
1. ALL STRAIGHT PIPE SHALL BE LAID
THROUGH MANHOLES WITH TOP
HALF REMOVED AND ROUGH
BROKEN EDGES MORTARED
SMOOTH.
2. QUARTER TURNS SHALL BE
CONSTRUCTED TO FORM A
SMOOTH FLOW-LINE OF SAME
SHAPE AND PATTERN AS BOTTOM
OF PIPE
3. ALL EXPOSED STEEL REINFORCING
SHALL BE COATED WITH 2" OF
CONCRETE.
4. MANHOLE BARREL SECTIONS,
CONICAL SECTIONS, AND
ADJUSTMENT RINGS SHALL
CONFORM TO ASTM C478.
5. SEE PLAN FOR FLOW-LINE
ELEVATIONS AND SIZE OF PIPE.
ENLARGED BASE OPTIONAL, TO
TOP OF PIPE. SURFACE OF BASE
AND CONCRETE FLOW-LINES TO
EQUAL SMOOTHNESS OF PIPE.
6. BASE SHALL BE POURED IN PLACE
WITH 6 SACK CONCRETE (4,000 PSI
MIN). BASE MAY BE MADE ROUND
OR SQUARE.
NOTES:
ADJUSTMENT RINGS (2 MIN.)
SET FRAME IN
CONC. COLLAR
MANHOLE COVER
AND FRAME. SEE
STD DWG. D-6
ROUND CONCRETE COLLAR
ALL JOINTS SHALL BE
WATERTIGHT AND GROUTED
SMOOTH INSIDE AND OUT
NATIVE SOIL
A.C. PAVEMENT
AGGREGATE
BASE
32 Section 8, Item 8D
REVISION DATE CITY OF FOWLER STD. DWG.
D-9
4/10/01
6/19/07 60" STORM DRAIN MANHOLE
12"
MIN.
V
A
RIA
BLE
2' - 0" M
AX.
V
A
RIA
BLE
6"
1. ALL STRAIGHT PIPE SHALL BE LAID
THROUGH MANHOLES WITH TOP
HALF REMOVED AND ROUGH
BROKEN EDGES MORTARED
SMOOTH.
2. QUARTER TURNS SHALL BE
CONSTRUCTED TO FORM A
SMOOTH FLOW-LINE OF SAME
SHAPE AND PATTERN AS BOTTOM
OF PIPE
3. ALL EXPOSED STEEL REINFORCING
SHALL BE COATED WITH 2" OF
CONCRETE.
4. MANHOLE BARREL SECTIONS,
CONICAL SECTIONS, AND
ADJUSTMENT RINGS SHALL
CONFORM TO ASTM C478.
5. SEE PLAN FOR FLOW-LINE
ELEVATIONS AND SIZE OF PIPE.
ENLARGED BASE OPTIONAL, TO
TOP OF PIPE. SURFACE OF BASE
AND CONCRETE FLOW-LINES TO
EQUAL SMOOTHNESS OF PIPE.
6. BASE SHALL BE POURED IN PLACE
WITH 6 SACK CONCRETE (4,000 PSI
MIN). BASE MAY BE MADE ROUND
OR SQUARE.
NOTES:
5/19/26
4"
MIN.
V
A
RIA
BLE 2" - 6"
5' - 0"
2' - 0"
4' - 0" Ø
4' - 0"
60°
ADJUSTMENT RINGS
(2 MIN.)
A.C. PAVEMENT
SET FRAME IN
CONC. COLLAR
MANHOLE COVER AND
FRAME. SEE STD DWG. D-6
ROUND CONCRETE COLLAR
ALL JOINTS SHALL BE
WATERTIGHT AND
GROUTED SMOOTH
INSIDE AND OUT
NATIVE SOIL
SLOPE 1" PER FOOT
TROWEL FINISH FROM TOP OF PIPE
STD. PRECAST
48"X60"X30"
CONCENTRIC
CONE
AGGREGATE BASE
33 Section 8, Item 8D
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: May 19, 2026
FROM: SOO HO PARK, City Engineer
SUBJECT: CONSIDER approving Resolution No. 2836, a resolution directing the City Engineer to initiate and prepare the Engineer’s Report for the City’s Landscaping and Storm Drainage Facilities Maintenance District No. 1 for fiscal year 2026-2027. Staff Recommendation:
Adopt Resolution No. 2836.
EXECUTIVE SUMMARY
Consider the directed Engineer’s Report in determining the appropriate assessment amounts that should be levied for the City’s maintained Landscaping and Storm Drainage Facilities Maintenance Districts No. 1.
BACKGROUND
The City provides for the operations and maintenance of landscaping and storm drainage facilities within various improved developments throughout the City of Fowler. The City’s Landscape and Storm Drainage Facilities Maintenance District No. 1 (“LSDFMD No. 1”) was formed pursuant to the Landscaping and Lighting Act of 1972 (the “Act”) and provides for assessing parcels within these developed areas to fund these maintenance and operations activities.
The City Council must first adopt a resolution ordering the City Engineer to prepare an Engineer’s Report for consideration by the City Council to initiate the process for levying of the annual assessment. The Engineer’s Report, which is approved annually by the City Council, The Engineer’s Report describes the improvements to be maintained and the cost and proposed assessments to be levied on properties within LSDFMD No. 1. Approval of the annual assessment levy must be completed by the City Council after conducting a public hearing at a regular meeting, prior to August 10th of each year.
The City Council should approve Resolution No. 2836, ordering the City Engineer to prepare an Engineer’s Report for fiscal year 2026-2027, in accordance with Streets and Highways Code section 22622.
34 Section 8, Item 8E
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 Policy PF-4
Regularly evaluate and update, as necessary, development impact fees and other applicable City fees.
FISCAL IMPACT
The adoption of this resolution has no fiscal impact to the City. The resolution directs the City Engineer to prepare the Engineer’s Report. This is the first step in the process of renewing the of property assessments which fund the Landscaping and Storm Drainage Facilities Maintenance District No. 1.
PROCUREMENT PROCESS
No procurement is associated with this action.
CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
Attachments
- Resolution No. 2836 (Initiating Annual Assessment and Ordering Engineer’s Report) 35 Section 8, Item 8E
RESOLUTION NO. 2836
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER DIRECTING THE CITY ENGINEER TO INITIATE AND PREPARE THE ENGINEER’S REPORT FOR THE CITY’S LANDSCAPING AND STORM DRAINAGE FACILITIES MAINTENANCE DISTRICT NO. 1
FOR FISCAL YEAR 2026-2027
WHEREAS, pursuant to Part 2 of Division 15 of the Streets and Highways Code, the Landscaping and Lighting Act of 1972, the City Council of the City of Fowler formed the Landscaping and Storm Drainage Facilities Maintenance District No. 1 of the City of Fowler (herein “LSDFMD No. 1”); and
WHEREAS, the City Council did thereafter levy and collect the first assessment and subsequent annual assessments for the maintenance and operation of the landscaping facilities in LSDFMD No. 1; and
WHEREAS, pursuant to Streets and Highways Code section 22622, in order to levy and collect the assessment for the LSDFMD No. 1, it is necessary for the City Engineer to prepare and file a report in accordance with the provisions set forth in Streets and Highways Code section 22565, et seq.; and
WHEREAS, City staff will confirm if there are any new improvements or if there will be any substantial changes to the existing improvements proposed for the LSDFMD No. 1 for Fiscal Year 2026-2027.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fowler that some action has been taken.
1. The City Council hereby designates and orders the City Engineer, to prepare and file an Engineer’s Report with the City Clerk for submission to the City Council, in accordance with sections 22622 and 22585, et seq. of the California Streets and Highways Code, and Section 4 of Article XIIID of the California Constitution for the assessment of the annual levy for LSDFMD No. 1 for Fiscal Year 2026-2027.
36 Section 8, Item 8E
PASSED, APPROVED AND ADOPTED this 19th day of May 2026, at a regular meeting of the Fowler City Council by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:
By:____________________________
ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
37 Section 8, Item 8E
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: Tuesday, May 19, 2026
FROM: NANCY BANDA, Finance Director/Treasurer
SUBJECT: DIRECTION, provide direction to staff regarding the proposed loan application amount to be submitted to Rural Community Assistance Corporation for the Police Department and Senior Center Project.
EXECUTIVE SUMMARY
At the April 21, 2026, Regular City Council Meeting, Resolution 2829 was approved to apply for a loan with Rural Community Assistance Corporation (“RCAC”). As part of the loan application process, RCAC requires the City to identify a specific loan amount. Since approval of Resolution No. 2829, questions and uncertainty have arisen regarding the final amount that should be requested. The original staff report identified a loan amount of up to $10 million to provide flexibility for project costs, contingencies, and related expenses.
BACKGROUND
The City of Fowler (“City”) is currently evaluating financing options related to approximately $7,237,113 in expected expenses through the end of the Police Department and Senior Center Project. At the April 21, 2026, City Council Meeting, the City Council approved Resolution No. 2829 authorizing staff to move forward with the loan application process through RCAC. As part of the application process, the City must identify a specific loan amount for consideration and approval.
The proposed RCAC financing structure is anticipated to function as a drawdown loan, allowing the City to access funds as needed rather than receiving the full loan proceeds upfront. Based on preliminary discussions, the anticipated loan terms include an interest rate of approximately 1% during the initial period through year three, with the increase to approximately 5% thereafter depending on market conditions and final loan terms. In addition, the loan would include an estimated 1.125% loan fee and a $300 document fee.
Staff have also evaluated potential loan repayment terms of five (5) years of seven (7) years. A shorter repayment period will reduce the overall long-term interest costs for the City. Currently, staff is seeking direction from the City Council on a desired loan application amount to submit to RCAC. Once we have final loan terms from RCAC, I will present to the City Council before securing debt.
38 Section 10, Item A
PUBLIC NOTICE
This item 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-8
Provide City departments with adequate office and building space for employee workspace and equipment storage.
General Plan Policy PF-10
Form proactive community partnerships that develop responsible ownership for public safety in Fowler, inform the public in 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.
FISCAL IMPACT
$8,040,000 total estimated cost of loan with interest ($724,343) and fees ($81,718). The loan payments will be paid through Measure N – Fund 201.
PROCUREMENT PROCESS
Loan financing through RCAC offers the most reasonable interest rate when compared to United Security Bank and other financial institutions. RCAC administers funding provided by the United States Department of Agriculture and operates in accordance with applicable federal requirements.
CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
39 Section 10, Item A
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: Tuesday, May 19, 2026
FROM: NANCY BANDA, Finance Director/Treasurer
SUBJECT: RECEIVE, the Fiscal Year 2026-2027 Proposed Budget Workshop
EXECUTIVE SUMMARY
The City of Fowler Proposed Budget Workshop is being conducted to provide the City Council, staff, and the public with an overview of the City’s proposed financial plan, current fiscal conditions, operational priorities, and anticipated budgetary challenges for the upcoming fiscal year.
The workshop is intended to facilitate discussion regarding projected revenues and expenditures, departmental operational needs, capital improvement priorities, enterprise fund conditions, staffing considerations, grant funding opportunities, and long-term financial sustainability. In addition, the workshop will provide an opportunity to review economic factors, infrastructure needs, and regulatory requirements that may impact the City’s financial position.
BACKGROUND
As part of the Fiscal Year budget development process, this workshop provides an opportunity to review the City’s completed and advanced several projects, programs and operational initiatives intended to improve public services, infrastructure, organizational efficiency and long-term financial sustainability.
This Fiscal Year 2025-2026’s completed projects and highlights:
Public Works
4
th & 5th Street Improvements Overlay
Well 7 – 1, 2, 3 – TCP Treatment
Fresno Street from 3rd to 7th Street to 1st Street
Merced & 7th Street Turn Lane
Adams Avenue – Stearns to Goldenstate Blvd
(4) Electric Vehicle Purchase
Street Sweeper Purchase
Animal Services Program
Police Department
Emergency Operations Plan
40 Section 10, Item B
New Police Department Patch
New Rifle Program
Surplus Rifle Program
New Vehicle Lease Program (Chevrolet Tahoe and Ford F-150) Laptop Program
Cadet Program (1) – Officer
Hiring Police Chief
Restructuring Job Classification for Succession Planning Information Technology
Procurement of T-Mobile Services (Citywide)
City Hall Public Communications
Council Chambers – City Council Communications Improvements City Attorney
Obtained New Legal Firm for Legal Services
Events, Recreation, and Seniors
Community Newsletter
Community Development
Reestablishment of the Chamber of Commerce
City Clerk/Personnel Manager
Implemented standardized interview protocols and a structured onboarding program with 13 new hires (10 Full-Time and 3 Part-Time)
Expanded employee engagement initiatives and employee appreciation events Updated Records Management Program
Launched and enhanced multiple communications platforms. Advanced the publication timeline for the City Council agenda packet For the upcoming Fiscal Year 2026-2027, the following projects and initiatives are anticipated to continue from the current fiscal year or will be newly introduced as part of the City’s ongoing operational, infrastructure, and organizational priorities.
Public Works
Fire Hydrant and Water Valve Upgrade
Water Meter Replacement
Water System Interconnection
Well 9
Water Master Plan
Well 5 – Shade Structure
Sewer Pipeline Feasibility Study
Lift Station – Fowler & South
SR 99 Sewer Force Main Undercrossing at Peach Street
Merced Streetscape
Adams Avenue – Sidewalk and Curb ramps
Manning Section 130 Signalization Project
South Avenue Reconstruction (Stanford to Fowler)
5
th Street – Main to Vine
Roundabouts
Speed Signs Program
41 Section 10, Item B
Police
Police Department and Senior Center Project
Backup Weapons Program
5% Salary Market Adjustment
Information Technology
Obtain new Information Technology Vendor
Events, Recreation, and Seniors
Police Department and Senior Center Project
Community Development
Department Reorganization to improve public service
Implementation of self-service permit filing program
Community Development Building Renovation (Old Police Department) Assist the Chamber of Commerce in providing comprehensive services to the business community
Fire
Fire Station Buildout
Fire Services Contract
Finance
Accounting Software Implementation
Implementation of Longevity Pay
3% COLA Miscellaneous Full-Time Employees
FY 2024 Audit
FY 2025 Audit
Due to budgetary constraints and limited revenue allocations, not all departmental requests were able to be fully funded during the budget process. Staff will continue working toward addressing operational needs and organizational priorities as funding becomes available. In addition, staff will prepare a Request for Proposal (RFP) for the update of the City’s Master Fee Schedule and will continue efforts related to water meter replacement and water meter reading processes to help ensure utility billing accuracy and proper revenue recording.
Staff will also continue evaluating additional incentives and strategies intended to support employee retention and workforce stability.
For Fiscal Year 2026-2027, the General Fund will have a deficit of $349,153. However, as of April 30, 2026, fiscal year expenditure is currently at approximately 70% of the adopted budget. Staff anticipate that unexpected appropriations and excess revenues received during Fiscal Year 2025-2026 will help offset and reduce the projected shortfall by fiscal year-end.
PUBLIC NOTICE
This item 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
42 Section 10, Item B
These initiatives implement multiple General Plan Goals, Policies, and Action Items.
FISCAL IMPACT
There is no fiscal impact associated with receiving this information.
PROCUREMENT PROCESS
No procurement is associated with this action.
CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
Attachments
- Exhibit A – FY 2026-2027 Budget Workshop
43 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027
GENERAL FUND REVENUES
3001 Current Secured Property Tax 626,763 725,665 754,613 770,000 617,679 920,000 3002 Current Unsecured Prop Tax 848 68,143 - 50,000 86,422 129,000 3003 Prior Year Secured Prop Tax 304 3,794 23,404 25,000 122 180 3004 Prior Year Unsecured Prop Tax 63,057 1,290 1,049 9,000 2,596 4,000 3007 Current Supp Prop-Sec 27,515 32,211 16,097 20,000 14,532 22,000 3008 Current Supp Prop-Unsec 2,683 4,545 78,110 4,468 796 1,200 3009 Prior Year Supp 6,601 4,323 4,461 5,000 2,279 3,500 3011 Real Property Transfer 44,926 21,497 32,690 35,000 22,655 34,000 3013 Homeowners Exemption 7,907 8,283 4,509 5,000 4,626 7,000 3015 Tax Increment 508,371 617,850 704,565 365,000 362,952 675,000 Total Taxes 1,288,975 1,487,601 1,619,498 1,288,468 1,114,659 1,795,880 3101 Animal License 26 152 68 100 32 50
3102 Building Permits 587,420 532,170 655,571 600,000 292,168 439,000 3103 Business License 34,834 35,820 36,872 35,000 35,667 36,000 3104 Business License Late Fees 4,036 3,280 3,924 3,500 1,640 3,500 3106 Encroachment Permits 25,011 20,397 13,846 20,000 13,670 21,000 3107 Plan Check Fee 43,863 46,748 57,962 100,000 25,768 50,000 3109 Transportation Permit 320 64 32 100 32 70
3110 Grading Permit 10,009 19,768 1,000 27,000 - -
3112 SB1473 - - - 100 1,928 2,000
3114 Tobacco Health Permit 270 210 685 300 180 300
3121 Developer Charges For SE - - - - - -
Total Licenses & Permits 705,789 658,609 769,960 786,100 371,085 551,920 3201 Motor Vehicle Fines - - - 8,000 - -
3202 Court Fines 10,748 13,454 6,888 8,000 7,225 10,000 Total Fines & Forefeitures 10,748 13,454 6,888 16,000 7,225 10,000 3301 Interest Income 19,048 89,396 103,991 85,000 - 120,000 3302 Property Rental 12,045 10,399 11,550 11,375 9,063 11,375 Total Use of Money & Property 31,093 99,795 115,541 96,375 9,063 131,375 3401 Motor Vehicle Lic In Lieu - - - - - -
3402 Sales Tax 2,323,281 1,988,175 1,588,556 1,995,919 1,297,628 1,896,201 3405 VLF Revenue 948,587 1,105,434 1,215,757 1,215,000 657,789 1,215,000 3408 Transient Occupancy Tax 191,041 189,275 133,208 180,000 84,069 180,000 3411 Franchise Fees Gas 34,088 34,732 30,647 30,000 - 30,000 3412 Franchise Fees Cable 60,011 55,164 24,785 60,000 - 60,000 3413 Franchise Fees Electric 60,127 66,286 81,592 75,000 - 75,000 3414 Franchise Fees SKF Sewer 105,771 104,558 118,051 132,000 133,971 132,000 3415 Franchise Fees Waste Mgmt 215,773 226,939 178,751 178,000 235,081 178,000 Total Sales Tax & Franchise Fees 3,938,679 3,770,563 3,371,347 3,865,919 2,408,538 3,766,201 3501 Zoning/Subdivision Fees - - - - - -
3502 Special Police Fees 6,055 13,863 36,100 40,000 23,093 35,000 3506 Recreation Fees 1,387 2,302 1,604 1,700 713 1,500
3507 Inspection Fees 23,490 46,281 61,709 60,000 22,869 35,000 3515 Planning Fees 105,727 33,335 161,357 100,000 136,674 205,000 3518 Bad Check Fee - - 70 50 - 50
3523 Park Maintenance Fees 1,850 10,183 2,040 3,000 960 2,000 3528 Gen Plan Update Fees 10,988 7,684 16,324 20,000 6,275 9,500
CITY OF FOWLER
GENERAL FUND
FISCAL YEAR 2026-2027
44 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 3529 Site Plan Review Fees - - - - - -
Total Charges for Services 149,497 113,648 279,204 224,750 190,584 288,050 3609 Senior Lunch Program 706 684 40 1,000 - -
3612 Public Safety 18,467 17,752 14,322 20,000 10,414 16,000 3615 COPS (65,511) - - - - -
3616 Police Grant 15,433 - - - - -
3629 Street Project Revenue 1,400 - 191,298 - - -
3640 Grant Revenue SJVAPCD 61,925 19,994 - 66,000 35,799 - 3640 Prop 68 Grant Revenue - - - 79,401 - 79,401
3660 Other Grant Revenue-planning 162,001 285,276 70,914 - - - Total Grants 194,421 323,706 276,574 166,401 46,213 95,401 3701 Donations 16,646 21,735 12,084 10,000 5,668 10,000 3702 Vol Fire Donations - - - - - -
3703 Parking & Admin Cite - - 15,888 10,000 12,972 19,500 3704 Police FUSD SRO Reimbursement - 48,275 30,953 80,000 - 80,000 3705 Insurance Recovery 65,069 - - - 1,391 -
3706 Misc Revenues 57,435 109,241 248,695 108,000 124,601 115,000 3707 POST Reimb 4,655 2,132 - 3,000 - -
3708 Misc Refunds 51,226 18,445 14,903 6,000 55,471 15,000 3709 Other Reimbursements 2,214 14,086 - 10,000 31,618 25,000 3711 Cash Over/(Short) - - - 50 - -
3801 Lease Proceeds 76,293 - - - - -
Total Misc Revenue 273,538 213,914 322,523 227,050 231,721 264,500 3900 UUT Transfer In General FB - - - -
3900 COPS Transfer In 125,000 120,000 125,000 125,000 - 145,000 3900 District Sales Tax Transfer In UAL CalPers 361,015 376,494 455,882 528,382 - 552,133 3900 UUT Transfer In for Recreation 60,000 60,000 60,000 60,000 - 70,000 3900 UUT Transfer In for Parks Maint 70,000 70,000 70,000 70,000 - 70,000 3900 UUT Transfer In for Parks Maint 60,000 60,000 60,000 60,000 - 60,000 3900 UUT Transfer in for Sr Cit Program 70,000 70,000 70,000 70,000 - 70,000 Total Transfer In 746,015 756,494 840,882 913,382 - 967,133 TOTAL GENERAL FUND REVENUES 7,338,755 7,437,784 7,602,417 7,584,445 4,379,088 7,870,460
GENERAL FUND EXPENDITURES
City Council 6010
Wages and Benefits
5020 Salary - Part Time 8,743 10,643 10,370 10,370 5,884 10,370 5081 Tax & Allow 669 821 900 900 489 900
Total Wages and Benefits 9,412 11,464 11,270 11,270 6,373 11,270 Maintenance and Operation
5110 Special Dept Expense 12,041 22,896 6,982 6,000 7,191 6,000 5150 Contingency - - - 9,000 - 9,000
5220 Professional Services - - - 5,000 481 5,000
5250 Memberships & Dues - 3,628 - 2,500 - 2,500
5260 Conferences & Meetings 4,861 8,430 11,672 10,000 7,540 10,000 Total Maintenance and Operation 16,902 34,954 18,654 32,500 15,212 32,500 Total City Council 26,314 46,418 29,924 43,770 21,585 43,770 Administration 6020
Wages and Benefits
5010 Salary - Full Time 221,599 239,538 101,891 216,283 89,907 17,100 5030 Salary - Overtime 26 579 1,297 1,000 69 1,000
5020 Salary - Parttime - - - - 7,234 -
45 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5081 Tax & Allow 20,905 21,441 8,372 126,814 134,429 1,309 5082 CalPERS 20,341 38,521 6,185 37,776 7,520 -
5083 CalPERS UAL 41,649 50,859 53,738 67,509 4,868 21,120 5084 Health Insurance 17,860 22,969 20,200 21,747 12,477 - 5087 Workers Comp 3,326 21,784 19,798 18,390 9,127 19,104 Total Wages and Benefits 325,706 395,691 211,481 489,519 265,631 59,633 Maintenance and Operation
5100 Office Expense 662 209 2,641 2,600 3,894 4,000
5110 Special Dept Expense 12,221 19,065 24,524 10,000 7,637 10,000 5121 Supplies 4,955 3,855 2,367 2,300 1,204 2,300
5150 Publications/Legal Notice - - - - - -
5160 Communications 1,546 - - - - -
5175 Postage 1,478 1,167 1,091 1,000 1,167 1,800
5180 Rents & Leases - 1,287 - - - -
5182 Equipment Rent/Leases 5,659 36 - - - -
5185 Janitorial Materials/Maint 4,834 3,829 4,412 3,000 4,292 6,000 5190 Maint Struct Impr Grounds 1,021 2,520 2,354 2,000 320 1,000 5205 Vehicle Maintenance 742 225 - - 789 900
5220 Professional Services 25,835 47,743 85,965 40,000 28,455 40,000 5250 Memberships & Dues 11,545 8,858 9,806 9,800 974 2,000 5260 Conferences & Meetings 8,800 4,166 2,497 5,000 1,773 5,000 5300 Education/Training 250 (40) 1,581 3,000 - 3,000
5802 Interest Pymts 1,015 - - - - -
5803 Lease Principal Pymt 4,547 - - - - -
Total Maintenance and Operation 85,110 92,920 137,238 78,700 50,505 76,000 Capital Expenditures
5715 Equipment 15,258 - - - - -
Total Capital Expenditures 15,258 - - - - -
Total Administration 426,074 488,611 348,719 568,219 316,136 135,633 City Clerk/Human Resources 6025
Wages and Benefits
5010 Salary - Full Time 53,045 67,449 76,231 85,972 36,283 103,859 5030 Salary - Overtime 14 13 2,287 - - -
5081 Tax & Allow 4,057 5,257 6,031 7,834 15,629 9,403
5082 CalPERS 4,764 4,881 5,670 5,163 17,215 7,517
5083 CalPERS UAL 354 - 127 245 6,031 17,760
5084 Health Insurance 9,900 13,367 13,468 31,769 7,196 16,020 5087 Workers Comp 969 6,535 5,953 7,882 - 16,375
Total Wages and Benefits 73,103 97,502 109,767 138,865 82,354 170,934 Maintenance and Operation
5100 Office Expense 50 - - 150 271 300
5110 Special Dept Expense 6,198 5,010 9,603 13,500 2,723 13,500 5115 Recruitment - - 26,114 25,000 18,684 28,000
5150 Publications/Legal Notices 925 88 1,758 1,500 - 700 5220 Professional Services 9,768 6,764 7,550 7,000 3,916 7,000 5250 Memberships & Dues 425 1,030 851 2,650 195 2,650
5260 Conferences & Meetings 1,456 2,814 6,830 5,500 - 5,500 5300 Education/Training 2,701 2,652 1,748 4,500 260 4,500 Total Maintenance and Operation 21,523 18,358 54,454 59,800 26,049 62,150 Capital Expenditures
5715 Equipment - - - - - -
Total Capital Expenditures - - - - - -
46 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 Total City Clerk 94,626 115,860 164,221 198,665 108,403 233,084 Finance 6030
Wages and Benefits
5010 Salary - Full Time 88,267 98,924 117,113 128,042 51,731 139,100 5020 Salary - Part Time 3,133 - - - - -
5030 Salary - Overtime - 789 1,123 - 215 -
5081 Tax & Allow 14,690 10,533 13,429 11,814 12,145 12,610 5082 CalPERS 14,224 15,720 16,128 20,064 7,658 10,285
5083 CalPERS UAL 40,039 24,702 26,073 33,381 2,512 14,775 5084 Health Insurance 13,611 8,099 5,637 5,956 10,507 22,702 5087 Workers Comp 1,848 8,713 9,970 10,509 5,215 13,646 Total Wages and Benefits 175,812 167,480 189,473 209,766 89,983 213,118 Maintenance and Operation
5100 Office Expense 316 1,293 186 1,000 663 1,000
5110 Special Dept Expense 1,357 478 306 500 262 500
5121 Supplies - 82 46 100 101 100
5160 Communications 614 - - - - -
5220 Professional Services 102,255 114,937 179,858 95,000 26,316 160,000 5230 Computer Support Services 29,181 23,962 20,574 108,500 21,774 75,000 5250 Memberships & Dues 190 - 251 500 150 500
5260 Conferences & Meetings 4,280 5,176 5,662 5,000 592 5,000 5300 Education/Training - 340 280 5,000 951 5,000
5621 Financial Services (151) - - 16,000 10,110 1,000
Total Maintenance and Operation 138,042 146,268 207,163 231,600 60,919 248,100 Capital Expenditures
5715 Equipment-Billng Software - - - - - -
Total Capital Expenditures - - - - - -
Total Finance 313,854 313,748 396,636 441,366 150,902 461,218 City Attorney 6060
Expenditures
5620 Legal Services-Retainer 209,385 229,847 169,745 200,000 90,835 150,000 Total Maintenance and Operation 209,385 229,847 169,745 200,000 90,835 150,000 Total City Attorney 209,385 229,847 169,745 200,000 90,835 150,000 General Government 6080
Wages and Benefits
5035 Cashout Reserves 64,241 - - 20,000 - 20,000
Total Wages and Benefits 64,241 - - 20,000 - 20,000
Maintenance and Operation
5110 Special Dept Expense 7,328 7,672 2,774 3,500 17 3,500 5170 Utilities 24,638 26,717 16,748 20,000 1,903 20,000 5220 Professional Services - 5,746 - - - -
5240 Insurance 178,969 203,517 221,362 234,751 66,929 223,481 5715 Equipment - 70,721 - - - -
5900 Transfers Out - Debt Service 17,400 15,600 17,236 - - - Total Maintenance and Operation 228,335 329,973 258,120 258,251 68,849 246,981 Total General Government 292,576 329,973 258,120 278,251 68,849 266,981 Police 6120
Wages and Benefits
5010 Salary - Full Time 869,328 961,450 1,015,170 1,119,693 494,853 1,440,598 47 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5020 Salary - Part Time 30,385 17,364 5,147 20,000 - 5,000 5030 Salary - Overtime 79,528 168,915 141,346 160,000 119,092 130,000 5081 Tax & Allow 77,334 113,989 119,917 316,766 198,176 160,800 5082 CalPERS 102,310 151,820 144,428 498,833 316,373 211,483 5083 CalPERS UAL 186,283 181,099 232,465 248,403 111,427 373,750 5084 Health Insurance 137,735 128,846 152,233 143,624 74,763 154,787 5086 Uniform Allow 8,544 4,800 3,609 11,400 3,683 12,300 5087 Workers Comp 76,608 69,708 94,510 94,578 46,937 81,875 Total Wages and Benefits 1,568,055 1,797,991 1,908,825 2,613,297 1,365,304 2,570,593 Maintenance and Operation
5100 Office Expense 2,204 2,678 1,900 2,400 1,595 2,400 5101 Printing - - 3,555 4,000 566 900
5104 Site/Program Supply/Explorer 2,009 1,060 1,383 2,000 963 2,000 5110 Special Dept Expense 18,887 17,815 12,452 14,000 5,837 9,000 5120 Small Tools - 2,624 5,000 898 2,500
5121 Supplies 2,841 1,927 2,189 2,000 915 2,000
5140 Advertising/Promotion 883 100 267 - - -
5150 Publications/Legal Notices 1,285 335 83 1,000 - 500 5160 Communications 40,583 (465) - - 97 -
5175 Postage 1,636 1,207 1,091 1,000 1,167 1,000
5182 Equip Rent /Leases 4,115 4,256 - 60,000 - -
5185 Janitorial/Facilities Maintenance 1,460 2,238 1,026 1,500 1,349 1,500 5190 Maint Struct Impr Grounds 836 516 464 800 1,454 1,000 5200 Equip Maintenance 538 325 894 1,000 1,479 1,500
5205 Vehicle Maintenance 10,038 14,287 38,103 40,000 19,588 35,000 5210 Gasoline/Diesel Fuel 27,689 36,904 46,535 28,000 28,535 42,000 5220 Professional Services 23,673 37,368 23,427 25,000 7,996 20,000 5230 Computer Support Services 15,249 8,207 10,502 14,000 8,887 4,200 5250 Memberships & Dues 595 - 981 1,000 1,458 1,500
5260 Conferences & Meetings 5,393 724 704 4,000 2,895 4,000 5270 Booking Fees 7,404 5,268 6,634 5,500 1,987 5,500
5271 Dispatch Fees 107,611 114,745 136,581 140,000 66,392 140,000 5300 Education/Training 8,893 13,164 14,426 15,000 5,331 15,000 5310 Medical /Labs 3,384 3,901 4,855 5,000 3,063 5,000
Total Maintenance and Operation 287,206 266,560 310,676 372,200 162,452 296,500 Capital Expenditures
5710 Improvements - 1,277 - - - -
5715 Equipment 86,846 22,431 23,780 - 32,537 -
Total Capital Expenditures 86,846 23,708 23,780 - 32,537 - Total Police 1,942,107 2,088,259 2,243,281 2,985,497 1,560,293 2,867,093 Fire 6130
Wages and Benefits
5010 Salaries Full time 3,520 - - - - -
5020 Salaries Part time 5,243 3,085 9,717 4,375 - 4,375 5081 Tax & Allow (34) 230 743 438 - 438
5082 CalPERS - - - - - -
5083 CalPERS UAL 5,821 - - - - -
5084 Health Insurance 1,913 20 50 - - -
5083 Uniform Allow - - - - - -
5087 Workers Comp 6,363 2,178 - - - -
Total Wages and Benefits 22,826 5,513 10,510 4,813 - 4,813 48 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 Maintenance and Operation
5100 Office Expense 67 - - - - -
5110 Special Dept Expense 220 132 - - 81 -
5121 Supplies 1,789 (2,597) - - - -
5130 Clothing/Personal Expense - - - - - -
5170 Utilities 10,036 3,256 3,156 4,500 139 4,500
5182 Equip Rent/Leases - 719 1,722 1,000 - 1,000
5185 Janitorial Materials/Maint 2,032 1,437 1,140 1,500 665 1,500 5190 Structural Maintenance 835 - - - - -
5200 Equip Maintenance 505 (567) 1,394 - - -
5205 Vehicle Maintenance 4,600 - 4,668 10,000 - 10,000
5210 Gasoline/Diesel Fuel 682 - - - - -
5220 Professional Services 181,270 240,677 344,693 319,000 173,087 717,636 5271 Dispatch Fees - - - - - -
5300 Education/Training 9,136 - - - - -
5310 Medical / Labs 364 - - - - -
5510 Engineering Consulting 2,580 - - - - -
Total Maintenance and Operation 214,116 243,057 356,773 336,000 173,972 734,636 Capital Expenditures
5715 Equipment - - - - - -
5710 Improvements - - 57 - 13,742 -
Total Capital Expenditures - - 57 - 13,742 -
Total Fire 236,942 248,570 367,340 340,813 187,714 739,449 Planning 6150
5010 Salary - Full Time 61,293 64,606 77,298 147,466 46,908 120,323 5020 Salary - Part Time 1,048 9,550 11,897 1,000 1,075 5,000 5030 Salary - Overtime - - - - 11
5081 Tax & Allow 4,736 5,780 7,361 43,490 15,142 11,319 5082 CalPERS 12,899 12,461 12,550 13,496 3,680 8,826
5083 CalPERS UAL 217 15,306 20,334 25,927 1,299 3,824
5084 Health Insurance 22,777 14,577 12,847 61,020 8,868 21,147 5087 Workers Comp 1,207 6,535 5,935 10,509 5,215 10,917 Total Wages and Benefits 104,177 128,815 148,222 302,908 82,198 181,356 Maintenance and Operation
5100 Office Expense 5,834 5,340 1,805 5,000 2,456 5,000 5110 Special Dept Expense 24,490 397 923 - 3,887 4,000
5121 Supplies 103 103 289 - 713 -
5150 Publications/Legal Notices 15,499 18,211 36,257 30,000 35,890 30,000 5160 Communications 1,296 104 - - - -
5170 Utilities 5,529 3,443 4,273 1,000 523 1,000
5182 Equip Rent /Leases 5,904 - - - - -
5185 Janitorial Maintenanc 273 - 541 500 5,288 4,000
5190 Structural Maintenance - 3,475 - - - -
5210 Fuel - - 445 - 97 -
5220 Professional Services 313,059 416,264 487,248 275,000 12,146 38,000 5230 Computer Support Service 5,911 - - 15,000 7,215 15,000 5250 Memberships & Dues - 2,130 - - - -
5300 Education/Training 5,329 11,124 8,462 10,000 5,462 10,000 5510 Engineering Consultant 221,273 216,987 97,038 420,000 210,611 316,000 5520 Planning Consultant 251,474 4,027 9,624 238,000 246,850 270,272 Total Maintenance and Operation 855,974 681,605 646,905 994,500 531,138 693,272 Wages and Benefits
49 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 Capital Expenditures
5715 Equipment 15,259 - - - - -
Total Capital Expenditures 15,259 - - - - -
Total Planning 975,410 810,420 795,127 1,297,408 613,336 874,628 Building Dept 6160
Wages and Benefits
5010 Salary - Full Time 170,708 149,588 200,094 171,080 75,028 171,172 5020 Salary - Part Time - 6,162 8,200 4,375 - 5,000
5030 Salary - Overtime 3,020 - 593 - - -
5081 Tax & Allow 13,751 16,034 20,762 17,392 23,795 15,983 5082 CalPERS 13,874 20,863 23,721 22,930 30,116 12,622
5083 CalPERS UAL 15,331 29,375 25,683 32,876 10,628 31,296 5084 Health Insurance 17,277 15,388 24,349 21,824 16,594 36,902 5087 Workers Comp 6,767 15,248 17,741 15,763 7,823 16,375 Total Wages and Benefits 240,728 252,658 321,143 286,240 163,984 289,350 Maintenance and Operation
5100 Office Expense 2,109 3,015 - - - -
5110 Special Dept Expense 995 17 10,912 - 1,126 1,692
5160 Communications 81 - - - - -
5182 Equip Rent/ Leases 5,285 - - - - -
5200 Equipment Maintenace - - - - - -
5205 Vehicle Maintenance 143 586 2,009 2,000 108 1,000
5210 Gasoline/Diesel Fuel - 204 86 1,000 221 1,000
5220 Professional Services 157,777 94,411 5,517 - 6,323 9,500 5225 Building Consultant - - 62,807 85,000 23,376 40,000 5230 Computer Support Services 8,669 - - 6,000 6,000 6,000 5250 Memberships & Dues 145 - - - 27 50
5272 State Fees 6,062 997 1,671 1,000 822 1,300
5300 Education/Training 4,398 - 545 500 - 500
Total Maintenance and Operation 185,664 99,230 83,547 95,500 38,003 61,042 Capital Expenditures
5715 Equipment 15,259 - - - - -
Total Capital Expenditures 15,259 - - - - -
Total Building 441,651 351,888 404,690 381,740 201,987 350,392 Information Technology 6170
Maintenance and Operation
5160 Communications - 46,818 80,977 45,000 35,243 62,250 5180 Rents & Leases - 14,582 29,610 15,000 18,754 30,000 5230 Computer Support Services - 96,341 131,053 80,000 63,963 96,000 Total Maintenance and Operation - 157,741 241,640 140,000 117,960 188,250 5718 Computer Hardware - - - 10,000 10,000 -
Total Capital Expenditures - - - 10,000 10,000 -
Total Information Technology - 157,741 241,640 150,000 127,960 188,250 Public Works - Street Maintenance 6200
Wages and Benefits
5010 Salary - Full Time 143,960 176,460 88,891 99,587 43,323 162,630 5020 Salary - Part Time - - - - 6,696 29,800
5030 Salary - Overtime 411 5,766 10,639 5,000 5,814 5,000 5081 Tax & Allow 10,857 16,951 10,951 10,712 14,499 17,171 5082 CalPERS 23,515 23,259 12,763 17,395 20,965 18,272
5083 CalPERS UAL 20,902 23,523 49,782 58,071 8,011 23,591 50 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5084 Health Insurance 55,024 40,390 18,901 30,366 17,398 43,131 5086 Uniform Allow - - - - - -
5087 Workers Comp 8,756 13,070 8,230 7,882 5,215 10,917 Total Wages and Benefits 263,425 299,419 200,157 229,013 121,921 310,512 Maintenance and Operation
5100 Office Expense 1,091 458 77 77 1,118 1,118
5110 Special Dept Expense 920 2,005 56 1,000 5,070 3,000 5120 Small Tools 1,022 3,556 2,213 2,500 893 1,000
5121 Supplies 14,282 13,624 19,410 16,000 10,628 16,000 5130 Clothing/Personal Expense 5,739 2,004 1,091 700 989 700 5160 Communications 3,088 - - - - -
5170 Utilities 90,270 112,030 124,546 87,000 64,069 87,000 5180 Rents & Leases (3,569) - - -
5182 Equip Rent/Leases 11,547 21,585 10,281 3,000 5,015 3,000 5185 Janitorial Materials/Maint 6,744 5,151 5,912 6,000 5,027 6,000 5190 Maint Struct Impr Grounds 1,491 1,052 2,455 1,400 1,765 2,700 5195 Street Maint Supplies 34,552 41,122 40,411 20,000 19,207 20,000 5200 Equip Maintenance 26,426 18,190 19,697 19,000 4,008 6,000 5202 Street Maintenance 18,160 7,795 37,532 50,000 18,255 27,000 5203 Park Maintenance 2,191 - 3,259 1,526 65 100
5205 Vehicle Maintenance 12,239 24,456 17,973 10,000 39,322 20,000 5210 Gasoline/Diesel Fuel 3,365 10,205 8,093 7,000 10,824 17,000 5220 Professional Services 63,945 5,774 14,132 - 39,803 28,000 5250 Memberships & Dues 604 712 665 600 396 600
5260 Conferences & Meetings 14 - 579 2,000 347 2,000
5300 Education/Training 816 1,844 1,424 3,500 833 1,400 5510 Engineering Consulting 59,224 173,230 238,977 120,000 - - Total Maintenance and Operation 354,161 444,793 548,783 351,303 227,634 242,618 Capital Expenditures
5710 Improvements 10,097 900 - - 25,542 35,000
5710 Improvements/Paving next to florist - - 146,100 - - - 5710 Improvements/Curvert Replc Merced/6th - - 40,000 - - - 5715 Equipment-Trailer 15,260 3,137 13,000 - - -
5715 Equiment-Crack Sealer - - - 78,000 82,256 -
5715 Equiment-Cold Planer - - - 11,000 3,194 -
5720 Vehicles-1/2 Ton Truck 42,490 - 10,725 25,000 20,000 - 5720 Vehicles-Electric Cart - - 20,000 33,000 19,470 -
5720 Vehicles-Bucket Truck 1/3 - 45,640 34,848 - 6,220 - Total Capital Expenditures 67,847 49,677 264,673 147,000 156,682 35,000 Total Public Works Streets Maintenance 685,433 793,889 1,013,613 727,316 506,237 588,130 Public Works Administration 6220
Wages and Benefits
5010 Salary - Full Time - - 141,804 159,790 75,413 188,275 5030 Salary - Overtime - - - - 267
5081 Tax & Allow - - 14,045 17,092 18,134 17,084
5082 CalPERS - - 10,653 11,958 24,522 25,133
5083 CalPERS UAL - - 20,980 471 11,669 34,364
5084 Health Insurance - - 21,901 18,324 15,100 50,633
5087 Workers Comp - - 12,081 13,136 6,519 13,646
Total Wages and Benefits - - 221,464 220,771 151,624 329,135 Maintenance and Operation
5100 Office Expense - - - 1,000 - 1,000
51 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 Total Maintenance and Operation - - - 1,000 - 1,000
Capital Expenditures
5710 Improvements - - - - - -
Total Capital Expenditures - - - - - -
Total Public Works Administration - - 221,464 221,771 151,624 330,135 Public Works - Park Maintenance 6260
Wages and Benefits
5010 Salary - Full Time 133,488 204,848 180,725 230,054 87,837 253,744 5020 Salary - Part Time 21,609 - 5,236 - 6,696 15,200
5030 Salary - Overtime 411 6,751 35,262 3,000 10,854 3,000 5081 Tax & Allow 9,540 24,551 25,510 27,232 23,304 33,173 5082 CalPERS 12,211 24,893 20,751 27,307 48,399 25,564
5083 CalPERS UAL 21,107 8,252 23,900 19,840 17,692 52,100 5084 Health Insurance 23,192 65,303 27,551 90,429 27,084 53,317 5087 Workers Comp 7,290 19,605 18,145 21,017 10,430 21,833 Total Wages and Benefits 228,848 354,203 337,080 418,879 232,296 457,931 Maintenance and Operation
5110 Special Dept Expense - - 2,513 500 597 900
5120 Small Tools 3,687 1,811 4,604 4,500 3,084 4,600
5121 Supplies 5,689 6,028 11,084 3,000 8,929 5,000
5130 Clothing/Personal Expense 946 1,356 1,536 5,000 2,817 4,000 5170 Utilities 8,208 5,308 5,614 10,000 3,427 5,200
5180 Rents & Leases 2,666 - 873 3,000 - -
5182 Equip Rent/Leases - 4,076 9,373 1,000 526 800
5185 Janitorial Materials/Maint 3,968 3,125 1,106 3,200 1,324 2,000 5195 Street Maint Supplies 4,295 1,182 1,909 5,000 4,763 5,000 5200 Equip Maintenance 8,069 8,600 12,282 6,000 4,465 6,000 5202 Street Maintenance 2,032 387 421 36,000 415 700
5203 Park Maintenance 19,819 28,051 28,450 15,000 7,964 12,000 5205 Vehicle Maintenance 5,920 3,930 5,631 7,500 22,053 25,000 5210 Gasoline/Diesel Fuel 6,362 5,095 9,108 6,400 4,073 6,108 5220 Professional Services - - - - 992 1,500
5300 Education/Training - 500 758 1,500 1,956 1,500
Total Maintenance and Operation 71,661 69,449 95,262 107,600 67,385 80,308 Capital Expenditures
5175 Equipment - (430) 4,656 - - -
5710 Improvements 5,828 21,871 86,042 - - -
5710 New Park Harris/5th per capita - - 47,599 79,401 77,787 - 5710 Donny Wright Improvements - - - 53,000 - -
5715 Equipment-Compact Tract Loader - - 4,267 - 7,908 - 5720 Vehicles-2024 Ford Maverick - - - 15,000 30,164 -
5720 Vehicles-Electric Cart - - 20,000 33,000 12,303 -
5720 Vehicles-Bucket Truck 1/3 26,312 - 34,848 - - -
Total Capital Expenditures 32,140 21,441 197,412 180,401 128,162 - Total Public Works-Park Maintenance 332,649 445,093 629,754 706,880 427,843 538,239 Public Works - Animal Services 6270
Wages and Benefits
5020 Salary - Part Time - - - 15,200 10,746 22,000
5081 Tax & Allow - - - 1,700 1,209 1,683
Total Wages and Benefits - - - 16,900 11,955 23,683
Maintenance and Operation
52 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5110 Special Dept Expense 133 80 691 100 333 300
5121 Supplies 60 - - 1,000 884 1,400
5220 Professional Services 775 1,483 17,562 19,000 4,385 9,000 Total Maintenance and Operation 968 1,563 18,253 20,100 5,602 10,700 Total Public Works Animal Control 968 1,563 18,253 20,100 17,557 34,383 Recreation 6400
Wages and Benefits
5010 Salary - Full Time 36,688 39,224 46,424 49,137 25,233 45,136 5020 Salary - Part Time 7,599 11,107 12,260 32,513 19,581 22,000 5030 Salary - Overtime - - 1,150 - 149 -
5081 Tax & Allow 4,689 3,910 4,675 20,441 9,778 5,851
5082 CalPERS 5,224 8,176 9,552 10,179 10,564 9,054
5083 CalPERS UAL 8,622 10,576 14,058 20,808 3,728 10,978 5084 Health Insurance 9,983 14,231 14,457 15,242 7,720 16,529 5087 Workers Comp 743 4,357 3,607 5,254 3,911 8,188
Total Wages and Benefits 73,548 91,581 106,183 153,574 80,664 117,736 Maintenance and Operation
5100 Office Expense - 926 - 1,500 43 1,500
5105 Meal Expense - - 8,776 - 45 -
5110 Special Dept Expense 54,663 76,719 5,000 9,000 41,537 9,000 Spring Fest City Wide Yard Sale - - 500 800 - 800
Easter Egg Scavanger Hunt - - 3,000 3,500 - 3,500
4th of July - - 45,500 45,500 - 45,000
Wednesday Night at the Park - - 16,000 18,000 - 18,000
Trunk or Treat - - 3,500 4,000 - 4,000
Chrismas on Merced - - 4,000 5,000 - 5,000
Kids Shopping Day - - 1,800 2,200 - 2,200
Pancakes & Pets - - 3,000 3,500 - 3,500
Journey of Lights - - - 2,000 - 1,500
Veterans Event - - - 2,000 - 1,500
5121 Supplies - - 168 - - -
5150 Publications/Legal Notices - - - - - -
5182 Equip Rent/Leases 3,815 341 880 - 2,385 2,000
5185 Janitorial Maintenance 140 - 168 - 464 500
5220 Professsional Services - - 9,300 9,000 - 9,000
5300 Education/Training - 689 769 2,000 - -
Total Maintenance and Operation 58,618 78,675 102,361 108,000 44,474 107,000 Capital Expenditures
5715 Equipment-Pole Banners - - - 10,000 - 10,000
5715 Equipment-Christmas Tree - - 32,815 - - -
Total Capital Expenditures - - 32,815 10,000 - 10,000
Total Recreation 132,166 170,256 241,359 271,574 125,138 234,736 Senior Center 6700
Wages and Benefits
5010 Salary - Full Time 30,386 32,900 41,068 43,488 22,439 60,694 5020 Salary - Part Time 17,345 17,701 12,705 - 12,161 - 5030 Salary - Overtime - 26 1,150 - 534 -
5081 Tax & Allow 4,207 3,948 4,432 3,982 8,494 5,691
5082 CalPERS 5,223 7,800 9,139 9,750 9,338 10,261
5083 CalPERS UAL 8,596 10,576 14,058 20,808 3,295 9,703 53 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5084 Health Insurance 9,984 11,491 11,494 11,378 6,144 26,285 5087 Workers Comp 743 2,178 3,156 2,627 2,608 5,458
Total Wages and Benefits 76,484 86,620 97,202 92,033 65,013 118,092 Maintenance and Operation
5100 Office Expense 174 358 - 1,000 242 400
5104 Site/Program Supply 5,363 4,697 4,791 2,000 3,548 4,000 5105 Meal Expense 8,389 16,348 17,247 45,000 9,032 25,000 5110 Special Dept Expense 10,471 6,763 6,394 5,500 16,780 15,000 5121 Supplies 707 1,336 330 2,000 299 800
5150 Publications/Legal Notice 72 88 276 - - -
5160 Communications 714 2,721 - - 120 150
5170 Utilities 14,647 13,833 8,525 9,000 - 4,000
5175 Postage - - - 50 - 50
5182 Equip Rent/Leases 485 922 - 1,500 7,932 9,000
5185 Janitorial Materials/Maint 5,045 7,383 5,040 5,000 2,856 5,000 5190 Maint Struct Impr Grounds 3,867 327 1,315 500 216 500 5200 Equipment Maintenance 229 - - - - -
5220 Professional Services - 44 1,178 1,500 - 1,500
5300 Education Training 62 121 - - - -
Total Maintenance and Operation 50,225 54,941 45,096 73,050 41,025 65,400 Capital Expenditures
5715 Equipment - - - - - -
Total Capital Expenditures - - - - - -
Total Senior Center 126,709 141,561 142,298 165,083 106,038 183,492 TOTAL GENERAL FUND EXPENSES 6,236,864 6,733,697 7,686,184 8,998,453 4,782,437 8,219,613 REVENUE GRAND Totals: 7,338,755 7,437,784 7,602,417 7,584,445 4,379,088 7,870,460 EXPENSE GRAND Totals: 6,236,864 6,733,697 7,686,184 8,998,453 4,782,437 8,219,613 Net Increase/(Decrease) in Fund Balance 1,101,891 704,087 (83,767) (1,414,008) (403,349) (349,153) Beginning Fund Balance July 1 4,173,301 5,275,192 5,979,279 5,811,745 5,811,745 5,005,047 Adjustment to Fund Balance 1,101,891 704,087 (83,767) (1,414,008) (403,349) (349,153) Ending Fund Balance June 30 5,275,192 5,979,279 5,811,745 4,397,737 5,005,047 4,306,741 54 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 Utility Users Tax Fund 200
REVENUES
3301 Interest Income - 49,666 51,401 10,000 - 10,000
3407 Utility Tax 643,636 699,527 638,880 632,570 88,179 660,681 3712 Sale of Property 686,634 - - - - -
Total Revenues 1,330,270 749,193 690,281 642,570 88,179 670,681
EXPENDITURES
General Utility Dept 2000
5220 Professional Services 203,840 290,000 342,468 350,000 206,021 717,636 5720 Vehicles 6,897 - - - - -
5900 Transfers Out - - - - - -
Capital Exp - Police 2020
5720 Vehicle-Police - - - - - -
Capital Exp - Fire 2030
5710 Improvements-Fire Station Buildout - - - 1,377,057 - 390,857 5715 Equipment 3,266 20,000 - - - -
5801 Fire Station Principal Pymt 21,000 22,000 22,000 23,000 - 23,000 5802 Fire Station Interest Pymt 29,476 29,116 28,594 29,000 5,340 29,000 5804 ECI Solar Principal Pymt - - 23,265 25,951 13,406 25,951 5805 ECI Solar Interest Pymt - - 4,219 4,219 589 4,219
5805 Lease Principal Pymt 602,431 - - - - -
5806 Least Interest Pymt 16,901 - - - - -
5900 Fire Transfer to Gen Fund - - - - - -
Parks & Recreation 2040
5110 Special Dept Expense 2,000 2,000 4,000 4,000 - 4,000 5203 Park Maintenance - 33,960 - - - -
5220 School District Contribution 25,000 25,000 25,000 25,000 - 25,000 5900 Senior Transfer to Gen Fund 70,000 70,000 70,000 70,000 - 70,000 5900 Recreation Transfer to Gen Fund 60,000 60,000 60,000 60,000 - 70,000 5900 Parks Transfer to Gen Fund 70,000 70,000 70,000 70,000 - 70,000 5900 Parks Transfer to Gen Fund 60,000 60,000 60,000 60,000 - 60,000 Total Expenditures 1,170,811 682,076 709,546 2,098,227 225,356 1,489,663 REVENUE Totals: 1,330,270 749,193 690,281 642,570 88,179 670,681 EXPENSE Totals: 1,170,811 682,076 709,546 2,098,227 225,356 1,489,663 REVENUE/(EXPENDITURES) 159,459 67,117 (19,265) (1,455,657) (137,177) (818,982) District Sales Tax Fund 201
REVENUES
3301 Interest Income - 126,506 137,557 5,000 - 5,000
3403 District Sales Tax 2,149,865 2,024,420 1,881,374 1,762,183 1,457,006 1,889,000 3706 Miscellaneous Revenues - 39,851 - - - -
Total Revenues 2,149,865 2,190,777 2,018,931 1,767,183 1,457,006 1,894,000
EXPENDITURES
5220 Professional Services-Fire Agreement 300,000 290,000 342,468 392,000 173,087 717,636 5220 Professional Services-Police/Sn Ctr Headquarters Design - - - 395,632 - - 5710 Improvements-Police/Sn Ctr Headquarters 2,397 - - 7,500,000 773,425 7,507,054 5715 Equipment-Body Warn Cameras - - 39,000 39,000 3,500 - 5715 Equipment-ALPR - 129,251 15,000 15,000 5,340 -
5715 Equipment-Police - - 89,971 25,000 84,937 9,300
5720 Vehicles-Police 64,727 65,000 52,693 65,000 589 69,500 5720 Drone Program - - - 65,000 - -
CITY OF FOWLER
SPECIAL REVENUE FUND
FISCAL YEAR 2026-2027
55 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5900 Cal PERS UAL Transfer 361,015 360,325 455,882 526,897 - 552,133 Total Expenditures 728,139 844,576 995,014 9,023,529 1,040,878 8,855,623 REVENUE Totals: 2,149,865 2,190,777 2,018,931 1,767,183 1,457,006 1,894,000 EXPENSE Totals: 728,139 844,576 995,014 9,023,529 1,040,878 8,855,623 REVENUE/(EXPENDITURES) 1,421,726 1,346,201 1,023,917 (7,256,346) 416,128 (6,961,623) COPS Grant Fund 206
REVENUES
3301 Interest Income - 951 1,943 700 - 700
3615 COPS Program Income 145,271 206,159 125,000 125,000 171,537 125,000 Total Revenues 145,271 207,110 126,943 125,700 171,537 125,700
EXPENDITURES
5710 Improvements - (5,278) - - - -
5715 Police Vehicle 66,762 - - - - -
5900 Transfer to Gen Fund- 1 FT Position 125,000 136,159 125,000 125,000 - 145,000 Total Expenditures 191,762 130,881 125,000 125,000 - 145,000 REVENUE Totals: 145,271 207,110 126,943 125,700 171,537 125,700 EXPENSE Totals: 191,762 130,881 125,000 125,000 - 145,000 REVENUE/(EXPENDITURES) (46,491) 76,229 1,943 700 171,537 (19,300) CARES Funding (COVID 19) Fund 208
REVENUES
3301 Interest Income - 3,481 - - - -
3650 Program Income 9,026 - - - -
Total Revenues 9,026 3,481 - - - -
EXPENDITURES
5111 COVID expenditures - - - - - -
5105 Meal expense 9,026 - - - -
Total Expenditures 9,026 - - - - -
REVENUE Totals: 9,026 3,481 - - - -
EXPENSE Totals: 9,026 - - - - -
REVENUE/(EXPENDITURES) - 3,481 - - - -
Recycle Grant Fund 209
REVENUES
3301 Interest Income - - - - - -
3619 Recycle Grant 5,000 5,000 5,000 5,000 5,000 5,000
Total Revenues 5,000 5,000 5,000 5,000 5,000 5,000
EXPENDITURES
5110 Special Dept Expense 5,000 3,000 5,000 5,000 2,600 5,000 Total Expenditures 5,000 3,000 5,000 5,000 2,600 5,000
REVENUE Totals: 5,000 5,000 5,000 5,000 5,000 5,000
EXPENSE Totals: 5,000 3,000 5,000 5,000 2,600 5,000
REVENUE/(EXPENDITURES) - 2,000 - - 2,400 -
Gas Tax Fund 210
REVENUES
3301 Interest Income - 4,946 6,751 3,000 - 3,000
3601 Gas Tax 2105 36,157 36,032 43,635 46,533 27,143 46,533 3602 Gas Tax 2106 25,530 25,281 26,639 28,184 17,038 28,184 3603 Gas Tax 2107 56,010 55,662 59,600 63,493 38,515 63,493 3604 Gas Tax 2107.5 3,473 3,823 2,000 2,000 - 2,000
3622 Gas Tax 2103 56,741 58,764 63,104 68,172 43,427 68,172 Total Revenues 177,911 184,508 201,729 211,382 126,123 211,382
EXPENDITURES
56 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5195 Street Maintenance Supplies - - - - 677 1,000
5202 Street Maintenance - - - - 73 5,000
5900 Transfer to 327 Debt Service 94,400 93,600 - - - - Total Expenditures 94,400 93,600 - - 750 -
REVENUE Totals: 177,911 184,508 201,729 211,382 126,123 211,382 EXPENSE Totals: 94,400 93,600 - - 750 -
REVENUE/(EXPENDITURES) 83,511 90,908 201,729 211,382 125,373 211,382 Traffic Congestion Relief Fund 211
REVENUES
3301 Interest Income - 269 - - - -
3650 Program Income 164,192 354,927 - - - -
Total Revenues 164,192 355,196 - - - -
EXPENDITURES
5510 Engineering Consulting 9,122 - - - - -
5708 Street Project/Adams Paving Project - - - - - -
5710 Improvements - - - - - -
Total Expenditures 9,122 - - - - -
REVENUE Totals: 164,192 355,196 - - - -
EXPENSE Totals: 9,122 - - - - -
ARPA Funding 212
REVENUES
3301 Interest Income - 11,613 8,834 - - -
3650 Program Income - - - - - -
Total Revenues - 11,613 8,834 - - -
EXPENDITURES
5010 Salaries-Fulltime 78,019 - - - - -
5020 Salaries-Parttime 5,744 - - - - -
5081 Tax & Allow 6,438 - - - - -
5220 Professional Services-Audit Support 54,967 - - - - - 5715 Equipment-Audio Visual System 3,608 - 1,265 - - -
5715 Equipment/Water Meter Project 172,950 - - - - 245,000 5710 Improvements/Water Tower Resurface 4,466 57,982 179,950 - 11,650 - 5710 Improvements/Water Tower Structure/Wrap - - 50,000 20,000 - - 5710 Improvements/City hall access 29,995 36,248 - - - - 5710 Improvements/Merced Streetscape 58,408 - 17,853 - - - 5710 Improvements/Fire Station Remodel - - - 328,828 - - Total Expenditures 414,595 94,230 249,068 348,828 11,650 245,000 REVENUE Totals: - 11,613 8,834 - - -
EXPENSE Totals: 414,595 94,230 249,068 348,828 11,650 245,000 REVENUE/(EXPENDITURES) (414,595) (82,617) (240,234) (348,828) (11,650) (245,000) CALRECYLCE SB1383 Grant 213
REVENUES
3301 Interest Income - 384 294 - - -
3650 Program Income - - - - - -
Total Revenues - 384 294 - - -
EXPENDITURES
5520 Professional Services - 3,981 - - - -
5225 Engineering Consulting - - - - - -
Total Expenditures - 3,981 - - - -
REVENUE Totals: - 384 294 - - -
EXPENSE Totals: - 3,981 - - - -
57 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 REVENUE/(EXPENDITURES) - (3,597) 294 - - -
LTF Article 3 Fund 220
REVENUES
3301 Interest Income - 1,035 1,043 500 - 500
3605 LTF - Article 3 - 27,062 - 8,697 - 8,845
Total Revenues - 28,097 1,043 9,197 - 9,345
EXPENDITURES
5190 Structural Maintenance - - - 30,000 - 25,000
Total Expenditures - - - 30,000 - 25,000
REVENUE Totals: - 28,097 1,043 9,197 - 9,345
EXPENSE Totals: - - - 30,000 - 25,000
REVENUE/(EXPENDITURES) - 28,097 1,043 (20,803) - (15,655) LTF Article 8 Fund 225
REVENUES
3301 Interest Income - 21,376 20,216 - - -
3606 LTF - Article 8 - 1,270,568 - - - 399,365
3900 Transfers In (Old Advance) - - - 362,801 -
Total Revenues - 1,291,944 20,216 362,801 - 399,365
EXPENDITURES
5202 Dept 225 Street Maint - - - - - -
5170 Utilities - Street Lighting 11,625 17,186 11,787 12,000 7,936 12,000 5202 Dept 2250 Street Maint - - - - - -
5220 Professional Services 43,342 50,864 67,378 60,000 50,608 50,000 5710 5th St Paving from Tuolumne to Main 8,714 26,827 5,295 308,573 216,360 - 5710 4th St Paving from Vine to Main - - - 304,573 - -
Total Expenditures 63,681 94,877 84,460 685,146 274,904 62,000 REVENUE Totals: - 1,291,944 20,216 362,801 - 399,365
EXPENSE Totals: 63,681 94,877 84,460 685,146 274,904 62,000 REVENUE/(EXPENDITURES) (63,681) 1,197,067 (64,244) (322,345) (274,904) 337,365 Measure C Fund 230
REVENUES
3301 Interest Income 684 549 - - - -
3630 Measure C-Street Maint 152,688 154,567 148,058 155,461 120,716 126,752 3631 Measure C-ADA 5,139 33,333 4,997 5,247 4,094 4,299 3632 Measure C-Flex Spending 177,951 152,300 171,383 179,952 138,286 145,200 3709 Other Reimbursement - - - - - -
3900 Transfers In - - - - - -
Total Revenues 336,462 340,749 324,438 340,660 263,096 276,251
EXPENDITURES
5220 Professional Services - - - - - -
5710 Improvements-1st Street Paving-Main St to Merced - - - - - - 5710 Improvements-Fowler Ave Paving -Adams to City Boundary - - - - - - 5710 Improvements-ADA Transition Plan Update - - - 30,000 230 30,000 5710 Improvements-Goldenstate Bike Trail Phase 3 (Local Match) - - - 24,100 - - 5710 Improvements-Manning Reconstruction Project (Local Match) - - - 14,878 - 14,878 5710 Improvements-South Ave Reconstruction-Stanford to Fowler - - - 216,248 - 216,248 5710 Improvements-7th & Merced Right Turn Pocket (Local Match) - - - 38,565 - - 5710 Improvements 513,752 - - 100,000 37,920 100,000
5715 Equipment - - - 320,000 - -
Total Expenditures 513,752 - - 743,791 38,150 361,126
REVENUE Totals: 336,462 340,749 324,438 340,660 263,096 276,251 EXPENSE Totals: 513,752 - - 743,791 38,150 361,126
58 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 REVENUE/(EXPENDITURES) (177,290) 340,749 324,438 (403,131) 224,946 (84,875) Road Maintenance Rehab Acct Fund-SB1 235
0 REVENUES
3301 Interest Income - 9,709 8,513 - - -
3623 Other Gas Tax Revenue 153,565 257,275 180,774 186,011 124,033 186,011 3624 Prop 1B - - - - - -
Total Revenues 153,565 266,984 189,287 186,011 124,033 186,011
EXPENDITURES
5708 Street Project-Fresno Street - - - - - -
5710 Improvements-1st Street - Merced to Main - - - 75,000 - 75,000 5710 Improvements-Fresno Street 7th to 3rd - - - 700,000 - - 5710 Improvements - 5th Street - Main to Vine 245,000
Total Expenditures - - - 775,000 - 320,000
REVENUE Totals: 153,565 266,984 189,287 186,011 124,033 186,011 EXPENSE Totals: - - - 775,000 - 320,000
REVENUE/(EXPENDITURES) 153,565 266,984 189,287 (588,989) 124,033 (133,989) Active transportation Plan (ATP) Fund 236
REVENUES
3301 Interest Income - - - - - -
3633 Federal/State Grant 204,885 54,339 172,698 600,000 - 1,506,587 Total Revenues 204,885 54,339 172,698 600,000 - 1,506,587
EXPENDITURES
5510 Engineering Consulting - 3,156 - - - -
5710 Improvements/Safe Routes to School 250,155 44,803 68,935 - - 906,587 5710 Improvements/Adams Ave-Sidewalk & Curb Ramps - - - 600,000 64,236 600,000 Total Expenditures 250,155 47,959 68,935 600,000 64,236 1,506,587 REVENUE Totals: 204,885 54,339 172,698 600,000 - 1,506,587 EXPENSE Totals: 250,155 47,959 68,935 600,000 64,236 1,506,587 REVENUE/(EXPENDITURES) (45,270) 6,380 103,763 - (64,236) - Surface Transportation Block Grant (STBG) Fund 237
REVENUES
3301 Interest Income - - - - - -
3633 Federal/State Grant - - 834,088 1,032,062 16,625 1,032,062 Total Revenues - - 834,088 1,032,062 16,625 1,032,062
EXPENDITURES
5510 Engineering Consulting - 36,583 - - - -
5710 Improvements-Adams Ave Rehabilitation-SR99 to Stearns - - - 286,206 177,957 - 5710 Improvements-Manning Reconstruction - 742,721 145,645 - - - 5710 Improvements-South Ave Reconstruction - Stanford to Fowler - - - 1,032,062 - 1,032,062 Total Expenditures - 779,304 145,645 1,318,268 177,957 1,032,062 REVENUE Totals: - - 834,088 1,032,062 16,625 1,032,062
EXPENSE Totals: - 779,304 145,645 1,318,268 177,957 1,032,062 REVENUE/(EXPENDITURES) - (779,304) 688,443 (286,206) (161,332) - Measure C TOD Grant Fund 238
REVENUES
3301 Interest Income - - - - - -
3633 Federal/State Grant - 1,000 1,000 - - 400,000
Total Revenues - 1,000 1,000 - - 400,000
EXPENDITURES
5220 Professional Services-Merced Streetscape - 13,734 - 400,000 - 400,000 5520 Planning Consultant - - 3,103 - 495 -
59 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5710 Improvements - - - - - -
Total Expenditures - 13,734 3,103 400,000 495 400,000
REVENUE Totals: - 1,000 1,000 - - 400,000
EXPENSE Totals: - 13,734 3,103 400,000 495 400,000
REVENUE/(EXPENDITURES) - (12,734) (2,103) (400,000) (495) - HCD SB2 Grant 239
REVENUES
3301 Interest Income - 1,000 - - - -
3633 Federal/State Grant - - 12,500 - - -
Total Revenues - 1,000 12,500 - - -
EXPENDITURES
5220 Professional Services-Merced Streetscape - - - - - - 5520 Planning Consultant - 13,383 - - - -
5710 Improvements - - - - - -
Total Expenditures - 13,383 - - - -
REVENUE Totals: - 1,000 12,500 - - -
EXPENSE Totals: - 13,383 - - - -
REVENUE/(EXPENDITURES) - (12,383) 12,500 - - -
CMAQ Grant Fund 240
REVENUES
3301 Interest Income - - - - - -
3633 Federal/State Grant - 1,000 137,894 - 145,597 -
Total Revenues - 1,000 137,894 - 145,597 -
EXPENDITURES
5510 Engineering Consulting - 5,566 - - - -
5710 Improvements-Goldenstate Bike Trail Phase 2 - 125,105 1,072,141 - - - 5710 Improvements-7th & Merced Right Turn Pocket - - - 132,795 124,610 - Total Expenditures - 125,105 1,072,141 132,795 124,610 - REVENUE Totals: - 1,000 137,894 - 145,597 -
EXPENSE Totals: - 125,105 1,072,141 132,795 124,610 -
REVENUE/(EXPENDITURES) - (124,105) (934,247) (132,795) 20,987 - CDBG -250
REVENUES
3301 Interest Income - 12,780 12,856 - - -
3650 Program Income 10,000 15,900 18,055 - - -
Total Revenues 10,000 28,680 30,911 - - -
EXPENDITURES
5175 Postage - - - - - -
5220 Professional Services - 2,723 2,870 724,103 29,787 695,000 5705 Buildings - - - - - -
Total Expenditures - 2,723 2,870 724,103 29,787 695,000 REVENUE Totals: 10,000 28,680 30,911 - - -
EXPENSE Totals: - 2,723 2,870 724,103 29,787 695,000
Fund Balance: - - - - - (695,000)
REVENUE/(EXPENDITURES) 10,000 25,957 28,041 (724,103) (29,787) - State Grant AB178-255
REVENUES
3301 Interest Income - 73,689 62,487 10,000 - -
3640 Grant Revenue 4,000,000 - - - - -
Total Revenues 4,000,000 73,689 62,487 10,000 - -
60 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027
EXPENDITURES
5182 Equip Rent/Leases - - 1,500 - - -
5220 Professional Services - - 2,765 - - -
5710 Improvements-Police/Sn Ctr Headquarters - 293,849 3,035,419 3,971,740 3,971,740 - 5715 Equipment - - - - - -
Total Expenditures - 293,849 3,039,684 3,971,740 3,971,740 - REVENUE Totals: 4,000,000 73,689 62,487 10,000 - -
EXPENSE Totals: - 293,849 3,050,972 3,971,740 3,971,740 - REVENUE/(EXPENDITURES) 4,000,000 (220,160) (2,988,485) (3,961,740) (3,971,740) - DWR State Grant-256
REVENUES
3640 Grant Revenue - 110,974 125,606 3,332,425 426,279 390,857 Total Revenues - 110,974 125,606 3,332,425 426,279 390,857
EXPENDITURES
5220 Professional Services-Well #9 800 3,600 - - - -
5710 Improvements-Well #9 - 96,553 68,217 3,332,425 2,305,258 390,857 5900 Transfer out 111,164 - - - - -
Total Expenditures 111,964 100,153 68,217 3,332,425 2,305,258 390,857 REVENUE Totals: - 110,974 125,606 3,332,425 426,279 390,857 EXPENSE Totals: 111,964 100,153 68,217 3,332,425 2,305,258 390,857 REVENUE/(EXPENDITURES) (111,964) 10,821 57,389 - (1,878,979) - FY23 Appropriation Act-257
REVENUES
3633 Grant Revenue - - - 777,210 - 777,210
Total Revenues - - - 777,210 - 777,210
EXPENDITURES
5520 Planning Consultant - - - - - -
5710 Improvements-Water System Interconnection - - - 777,210 - 777,210 Total Expenditures - - - 777,210 - 777,210
REVENUE Totals: - - - 777,210 - 777,210
EXPENSE Totals: - - - 777,210 - 777,210
REVENUE/(EXPENDITURES) - - - - - -
REVENUE/(EXPENDITURES) - - - 777,210 - 777,210
Bike Ped Trails Sust Tran-258
REVENUES
3640 Grant Revenue - - 57,897 - - -
Total Revenues - - 57,897 - - -
EXPENDITURES
5520 Planning Consultant-Bicycle, Pedestrian, and Trails Master Plan - 87,722 25,401 - - - 5710 Improvements 9,092 - - - - -
Total Expenditures 9,092 87,722 25,401 - - -
REVENUE Totals: - - 57,897 - - -
EXPENSE Totals: 9,092 87,722 25,401 - - -
REVENUE/(EXPENDITURES) (9,092) (87,722) 32,496 - - -
REVENUE/(EXPENDITURES) 18,184 175,444 (7,095) - - -
Manning RR Crossing Fund 259
REVENUES
3301 Interest Income - - - - - -
3650 Program Income - - - 1,807,250 - 1,807,250
Total Revenues - - - 1,807,250 - 1,807,250
EXPENDITURES
61 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5520 Planning Consultant - - - - - -
5710 Improvements-Manning Section 130 Signalization Project - 114,607 47,750 1,807,250 28,650 1,807,250 Total Expenditures - 114,607 47,750 1,807,250 28,650 1,807,250 REVENUE Totals: - - - 1,807,250 - 1,807,250
EXPENSE Totals: - 114,607 47,750 1,807,250 28,650 1,807,250 REVENUE/(EXPENDITURES) - (114,607) (47,750) - (28,650) - AB1600 - General Services 710
REVENUES
3301 Interest Income - 2,014 3,399 2,000 - 2,000
3810 Development Fees 109,787 72,977 145,064 60,000 58,064 87,000 Total Revenues 109,787 74,991 148,463 62,000 58,064 89,000
EXPENDITURES
5520 Planning Consultant - General Plan Implementation 42,350 - - - - 50,000 5220 Professional Services-Planning - 18,563 - 20,000 - 20,000 5710 Improvements-ADA Transition Plan (City facilities) - - 14,631 100,000 - - 5710 Improvements-Old Police Station/New Community Development - - 125,000 - 200,000 Total Expenditures 42,350 18,563 14,631 245,000 - 270,000 REVENUE Totals: 109,787 74,991 148,463 62,000 58,064 89,000 EXPENSE Totals: 42,350 18,563 14,631 245,000 - 270,000
REVENUE/(EXPENDITURES) 67,437 56,428 133,832 (183,000) 58,064 (181,000) AB1600 - Law Enforcement Fund 720
REVENUES
3301 Interest Income - 8,291 9,067 500 - 500
3820 Development Fees 73,229 51,381 102,084 60,000 39,352 80,000 Total Revenues 73,229 59,672 111,151 60,500 39,352 80,500
EXPENDITURES
5220 Professional Services-Police/Sn Ctr Headquarters Design 148,051 103,008 - 100,000 - - 5710 Improvements-Police/Sn Ctr Headquarters - - - 400,000 - - 5715 Equipment 8,820 - - - - -
Total Expenditures 156,871 103,008 - 500,000 - -
REVENUE Totals: 73,229 59,672 111,151 60,500 39,352 80,500 EXPENSE Totals: 156,871 103,008 - 500,000 - -
REVENUE/(EXPENDITURES) (83,642) (43,336) 111,151 (439,500) 39,352 80,500 AB1600 - Fire Fund 730
REVENUES
3301 Interest Income - 6,857 7,509 500 - 500
3700 Other Revenue 139,518 43,406 - - - -
3830 Development Fees 86,589 60,836 122,076 80,000 47,676 80,000 Total Revenues 226,107 111,099 129,585 80,500 47,676 80,500
EXPENDITURES
5710 Improvements-Fire Station Buildout 166,846 74,794 321,398 322,943 595,551 - 5710 Improvements-Fire Station Buildout - - - - - -
5715 Equipment - Fire Hyrdrant 6,897 - - 113,750 - -
5803 Lease Payment-Solar 15,502 - - - - -
5803 Lease Principal Pymt-Engines 23,479 - - - - -
5804 Lease Interest Pymt-Engines 16,901 - - - - -
Total Expenditures 229,625 74,794 321,398 436,693 595,551 - REVENUE Totals: 226,107 111,099 129,585 80,500 47,676 80,500 EXPENSE Totals: 229,625 74,794 321,398 436,693 595,551 - REVENUE/(EXPENDITURES) (3,518) 36,305 (191,813) (356,193) (547,875) 80,500 AB1600 - Trf Mtgtn & Impact Funds 740
62 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027
REVENUES
3301 Interest Income - 8,994 9,709 4,000 - -
3840 Street Development Fees 148,609 128,580 176,791 - 65,047 65,047 Total Revenues 148,609 137,574 186,500 4,000 65,047 65,047
EXPENDITURES
5510 Engineering Consulting - 3,888 7,875 - - -
5710 Improvements-Traffic Signal Light Improvement & Upgrades - - 177,378 - - - Total Expenditures - 3,888 185,253 - - -
REVENUE Totals: 148,609 137,574 186,500 4,000 65,047 65,047 EXPENSE Totals: - 3,888 185,253 - - -
REVENUE/(EXPENDITURES) 148,609 133,686 1,247 4,000 65,047 65,047 AB1600 - Parks Fund 750
REVENUES
3301 Interest Income - 20,946 24,550 1,000 - -
3700 Other Revenue 20,000 - - - -
3850 Development Fees 309,051 204,880 423,211 80,000 154,102 154,102 Total Revenues 329,051 225,826 447,761 81,000 154,102 154,102
EXPENDITURES
5110 Special Dept Expense - - - - - -
5220 Professional Services-Police/Sn Ctr Headquarters Design - 35,050 - 150,000 - - 5710 Improvements-Citywide Park Facilities - - - 19,750 - - 5710 Improvements-Police/Sn Ctr Headquarters 16,524 254,698 18,662 850,000 232,606 500,000 Total Expenditures 16,524 289,748 18,662 1,019,750 232,606 500,000 REVENUE Totals: 329,051 225,826 447,761 81,000 154,102 154,102 EXPENSE Totals: 16,524 289,748 18,662 1,019,750 232,606 500,000 REVENUE/(EXPENDITURES) 312,527 (63,922) 429,099 (938,750) (78,504) (345,898) AB1600 - Water Fund 760
REVENUES
3301 Interest Income - 18,734 20,766 10,000 - 10,000
3860 Water Development Fees 207,765 146,034 290,125 130,000 114,409 171,612 Total Revenues 207,765 164,768 310,891 140,000 114,409 181,612
EXPENDITURES
5510 Engineering Consulting - - - - - -
5710 Improvements-Water Master Plan - 38,175 - 150,000 - 100,000 5710 Improvements-Water System Interconnection - - - 166,667 - 166,667 5710 Improvements-Citywide Water Facilities - - - 19,750 21,724 19,750 5715 Equipment-Well#4 Hydro Tank Replacement - - - 72,000 - - 5715 Equipment-Well#5 Shade Structure - - - 87,000 - 9,800 5715 Equipment-Well#6 Flow Meter, Shade Structure, A/C - - - 33,000 21,578 - 5715 Equipment-Water Valve Replacement & Fire Hyrdrant - - - 230,750 - 344,500 5715 Equipment-Recycled Water FY 26 - - 257,713 125,000 86,376 125,000 Total Expenditures - 38,175 257,713 884,167 129,678 765,717 REVENUE Totals: 207,765 164,768 310,891 140,000 114,409 181,612 EXPENSE Totals: - 38,175 257,713 884,167 129,678 765,717 REVENUE/(EXPENDITURES) 207,765 126,593 53,178 (744,167) (15,269) (584,105) AB1600 - Ground Wtr Rchrg Fund 765
REVENUES
3301 Interest Income - 278 25 - - -
3709 Ground Water Recharge Fund-SKGSA Reimbursement - - - - - - 3895 Development Fees 4,501 398 41,546 12,000 26,707 40,056 Total Revenues 4,501 676 41,571 12,000 26,707 40,056
EXPENDITURES
63 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5710 Improvements - - - - 7,425 -
5900 Transfer out 50,000 50,000 54,968 50,000 - -
Total Expenditures 50,000 50,000 54,968 50,000 7,425 -
REVENUE Totals: 4,501 676 41,571 12,000 26,707 40,056
EXPENSE Totals: 50,000 50,000 54,968 50,000 7,425 -
REVENUE/(EXPENDITURES) (45,499) (49,324) (13,397) (38,000) 19,282 40,056 AB1600 - Sewer Fund 770
REVENUES
3301 Interest Income - 44,093 48,063 20,000 - 20,000
3870 Development Fees 320,197 221,432 444,193 100,000 173,553 200,000 Total Revenues 320,197 265,525 492,256 120,000 173,553 220,000
EXPENDITURES
5110 Special Dept Expense 70,270 - - - - -
5710 Ciywide Sewer Facilities - - - 19,750 - -
5710 Feasibility Study: Pipeline - - - 30,000 - 30,000
5710 Lift Station (Fowler & South) 2,000,000 21,724 350,000 5710 Undercrossing 9th 870,000 150,000
5900 Transfers Out - - - - - -
Total Expenditures 70,270 - - 2,919,750 21,724 530,000
REVENUE Totals: 320,197 265,525 492,256 120,000 173,553 220,000 EXPENSE Totals: 70,270 - - 2,919,750 21,724 530,000
REVENUE/(EXPENDITURES) 249,927 265,525 492,256 (2,799,750) 151,829 (310,000) AB1600 - Storm Drain Fund 780
REVENUES
3301 Interest Income - 10,484 11,510 9,000 - 9,000
3880 Development Fees 97,669 74,081 152,138 80,000 44,801 67,200 Total Revenues 97,669 84,565 163,648 89,000 44,801 76,200
EXPENDITURES
5110 Special Dept Expense - - - -
5520 Prof Services Dev Fee-Storm Water Master Plan - - - 150,000 21,724 150,000 5710 Citywide Storm Drain Facilities - - - 19,750 - -
Total Expenditures - - - 150,000 21,724 150,000
REVENUE Totals: 97,669 84,565 163,648 89,000 44,801 76,200 EXPENSE Totals: - - - 150,000 21,724 150,000
REVENUE/(EXPENDITURES) 97,669 84,565 163,648 (61,000) 23,077 (73,800) Fire Station Building Fund 790
REVENUES
3301 Interest Income - 708 - - - -
3800 Loan Proceeds (USDA) - - - - -
Total Revenues - 708 - - - -
EXPENDITURES
5705 Buildings - - - - - -
5715 Equipment - - - - - -
Total Expenditures - - - - - -
REVENUE Totals: - 708 - - - -
EXPENSE Totals: - - - - - -
REVENUE/(EXPENDITURES) - 708 - - - -
CalTrans SR 99/Manning Fund 795
REVENUES
3301 Interest Income 104 - - - - -
Total Revenues 104 - - - - -
EXPENDITURES
64 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5900 Tr to Gen Fund St Maint - - - - - -
Total Expenditures - - - - - -
REVENUE Totals: 104 - - - - -
65 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 EXPENSE Totals: - - - - - -
REVENUE/(EXPENDITURES) 104 - - - - -
99 / Merced Signalization Fund 799
REVENUES
3301 Interest Income - 4,143 4,102 - - -
3899 99/ Merced Signalization - - - - - -
Total Revenues - 4,143 4,102 - - -
EXPENDITURES
5710 Roundabouts - 99 - - - - - 250,000
Total Expenditures - - - - - 250,000
REVENUE Totals: - 4,143 4,102 - - -
EXPENSE Totals: - - - - - 250,000
REVENUE/(EXPENDITURES) - 4,143 4,102 - - (250,000)
SPECIAL REVENUE GRAND REVENUE Totals: 10,203,466 7,033,881 7,058,005 11,858,451 3,547,186 10,678,718 SPECIAL REVENUE GRAND EXPENSE Totals: 4,137,139 4,086,572 7,505,747 33,103,672 9,305,729 20,583,095 REVENUE/(EXPENDITURES) 6,066,327 2,947,309 (447,742) (21,245,221) (5,758,543) (9,904,377) 66 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 Fund: Water Fund 500
REVENUES
3301 Interest Income - 9,985 8,884 3,000 - 3,000
3508 Water Revenue 1,348,416 1,443,545 1,779,796 1,779,796 1,181,784 1,861,310 3509 Water Meter Sales 1,232 1,547 1,571 1,000 - -
3510 Late Fees/Penalties 70,469 58,267 64,873 50,000 49,249 73,000 3512 Reconnect Fee 456 1,064 2,072 2,000 1,400 2,100
3516 Water Hook-up Fees - - - 10,000 - -
3518 Bad Check processing Fee 20 10 40 100 60 100
3640 Grant Revenue SJVAPCD 34,000 18,442 -
3640 Grant Revenue Water Arrearage 15,845 49,254 - - - - 3706 Miscellaneous 37,559 5,406 82,674 - 2,274 5,000
3900 Transfer In 273,293 - - - - -
Total Revenues 1,747,290 1,569,078 1,939,910 1,879,896 1,253,209 1,944,510
EXPENDITURES
Wages and Benefits
5010 Salary - Full Time 492,853 495,195 507,083 615,520 305,733 588,805 5020 Salary - Part-Time - - - 14,025 7,702 21,900
5030 Salary - Overtime 2,986 7,720 17,817 3,000 13,909 3,000 5080 Employee Benefits (426,836) - - - - -
5081 Tax & Allow 47,337 49,182 52,648 286,746 182,030 55,230 5082 CalPERS 61,704 75,218 62,379 99,674 75,575 72,841
5083 CalPERS UAL 122,581 104,285 105,574 97,610 30,200 96,314 5084 Health Insurance 83,228 70,751 71,474 71,042 55,678 140,081 5087 Workers Comp 18,087 45,746 48,112 55,171 27,380 57,313 Workers Comp 401,940 848,097 865,087 1,242,788 698,207 1,035,484 Maintenance and Operation
5100 Office Expense 45 402 1,033 500 2,176 500
5110 Special Dept Expense 881 1,323 1,050 - 3,756 3,000 5120 Small Tools 3,880 - 2,116 4,000 2,868 4,000
5121 Supplies 6,683 4,281 11,561 8,375 10,427 8,375
5130 Clothing/Personal Expense 3,199 1,065 1,714 1,000 735 1,000 5140 Advertising & Promotion 174 - - 3,200 - -
5150 Publications/Legal Notice - - 83 - - -
5160 Communications 1,885 - - 18,495 7,631 -
5170 Utilities 321,566 351,329 334,043 319,196 322,707 325,000 5175 Postage 1,500 3,840 5,493 5,500 1,167 5,500
5176 Permit Fees 16,660 8,914 11,919 15,000 10,137 15,000 5180 Rents & Leases - - - 8,520 - -
5182 Equip Rent/Leases 3,003 177 1,049 2,000 4,695 2,000 5185 Janitorial Maintenance 1,124 4,874 4,470 3,000 4,867 3,000 5190 Structural Maintenance - - 1,249 1,200 475 1,200
5195 Street Maintenance Supplies - 274 738 800 19,178 800 5200 Equip Maintenance 8,090 40,218 3,492 5,500 7,651 5,500 5202 St/Water Main Maintenance 33,990 23,174 60,919 80,000 9,344 40,000 5205 Vehicle Maintenance 678 8,819 12,477 9,925 10,954 9,925 5206 Well Site Maintenance 6,178 75,476 18,541 45,000 41,889 45,000 5207 Depreciation Expense 194,955 - - - - -
5210 Gasoline/Diesel Fuel 11,986 16,016 8,385 13,342 6,376 13,342 5220 Professional Services 28,258 47,787 68,122 222,600 22,396 58,600 5230 Computer Support Services 30,221 23,423 14,293 105,595 22,248 53,372 5240 Insurance 86,331 101,415 110,390 191,779 34,478 115,126 5250 Memberships & Dues 2,923 3,478 3,419 4,000 1,742 3,900 5260 Conferences & Meetings 1,608 1,095 368 6,500 735 1,100
CITY OF FOWLER
ENTERPRISE FUNDS
FISCAL YEAR 2026-2027
67 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 5300 Education/Training 1,929 5,782 9,056 7,000 1,495 3,000 5310 Well testings/Medical Labs 9,659 9,439 2,536 5,545 - 5,545 5510 Engineering Consulting 6,478 - - - - -
5620 Legal - - - 10,000 - -
5621 Financial Services 65,639 25,411 22,976 28,495 13,928 35,000 5630 Bad Debt Expense 4,512 - - - - -
5801 Principal Payments-Water System - 62,400 44,300 46,200 - 46,200 5802 Interest Payments-Water System 61,182 61,481 59,034 57,054 - 57,054 Capital Expenditures 915,217 881,893 814,826 1,229,321 564,055 862,039 5710 Improvements 44,617 18,503 - - - -
5715 Equipment 3,063 91,616 22,614 150,000 57,618 -
5715 Equipment-Well#4 Hydro Tank Replacement - - 21,061 48,000 16,899 - 5715 Equipment-Well#5 Shade Structure, Generator, A/C - - - 58,000 35,594 - 5715 Equipment-Well#6-Flow Meter, Shade Structure, A/C - - - 15,729 6,935 - 5715 Equipment-Water Valve Replacement - - - - 19,470 - 5720 Vehicles-Electric Cart & Fleet - - - 109,000 - -
5720 Vehicles-Bucket Truck 1/3 - 35,388 101,786 - - -
Total Capital Expenditures 47,680 145,507 145,461 380,729 136,516 - Grand Total Expenditures 1,364,837 1,875,497 1,825,374 2,852,838 1,398,778 1,897,523 REVENUE Totals: 1,747,290 1,569,078 1,939,910 1,879,896 1,253,209 1,944,510 EXPENSE Totals: 1,364,837 1,875,497 1,825,374 2,852,838 1,398,778 1,897,523 REVENUE/(EXPENDITURES) 382,453 (306,419) 114,536 (972,942) (145,569) 46,987 Fund: Water Well Maintenance 501
REVENUES
3301 Interest Income - 15,391 15,391 3,000 - 3,000
3522 Water Supply Wells - - - - - -
Total Revenues - 15,391 15,391 3,000 - 3,000
EXPENDITURES
5190 Structural Maintenance - - - - - 429,626
5200 Equipment Maintenance - - - - - -
Total Expenditures - - - - - 429,626
REVENUE Totals: - 15,391 15,391 3,000 - 3,000
EXPENSE Totals: - - - - - 429,626
REVENUE/(EXPENDITURES) - 15,391 15,391 3,000 - (426,626) Fund: Groundwater Recharge CID Fund 502
Revenues
3301 Interest Income - - - - - -
3900 Transfers In - Impact Fees 50,000 50,000 50,000 50,000 50,000 50,000 Total Revenues 50,000 50,000 50,000 50,000 50,000 50,000 Expenditures
5220 Professional Services 190,432 410,669 478,633 405,216 412,158 526,831 5510 Engineering Consultant - - - - - -
5520 Planning Consultant - - - - - -
5620 Legal - - - - - -
5621 Financial Services - - - - - -
Total Expenditures 190,432 410,669 478,633 405,216 412,158 526,831 REVENUE Totals: 50,000 50,000 50,000 50,000 50,000 50,000 EXPENSE Totals: 190,432 410,669 478,633 405,216 412,158 526,831 REVENUE/(EXPENDITURES) (140,432) (360,669) (428,633) (355,216) (362,158) (476,831) Fund: TCP Fund 503
Revenues
3301 Interest Income 1,916 57,840 60,487 5,000 - -
68 Section 10, Item B
Adopted Actual Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 3706 Other Revenue 600,000 600,000 - - - -
Total Revenues 601,916 657,840 60,487 5,000 - -
Expenditures
5220 Professional Services 10,731 - 9,362 10,000 41,436 - 5710 Improvements 101,425 52,428 1,071,117 2,138,132 1,927,790 - 5900 Transfer In - - - - - -
Total Expenditures 112,156 52,428 1,080,479 2,148,132 1,969,226 - REVENUE Totals: 601,916 657,840 60,487 5,000 - -
EXPENSE Totals: 112,156 52,428 1,080,479 2,148,132 1,969,226 - REVENUE/(EXPENDITURES) 489,760 605,412 (1,019,992) (2,143,132) (1,969,226) - ENTERPRISE GRAND REVENUE Totals: 2,399,206 2,292,309 2,065,788 1,937,896 1,303,209 1,997,510 ENTERPRISE GRAND EXPENSE Totals: 1,667,425 2,338,594 3,384,486 5,406,186 3,780,162 2,853,980 REVENUE/(EXPENDITURES) 731,781 (46,285) (1,318,698) (3,468,290) (2,476,953) (856,470) 69 Section 10, Item B
Adopted Projected Proposed
Actual Actual Actual Budget Budget Budget
Description 2022-2023 2023-2024 2024-2025 2025-2026 2025-2026 2026-2027 Fund: State Grant AB178-FIA Fund 840
REVENUES
3640 Grant Revenue 1,000,000 - - - - -
Total Revenues 1,000,000 - - - - -
EXPENDITURES
Maintenance and Operation
5901 Contract Pass-Through 1,000,000 - - - - 1,000,000
Total Maintenance and Operation 1,000,000 - - - - 1,000,000 Total Expenditures 1,000,000 - - - - 1,000,000
REVENUE Totals: 1,000,000 - - - - -
EXPENSE Totals: 1,000,000 - - - - -
REVENUE/(EXPENDITURES) - - - - - -
Fund: Successor Agency Fund 850
REVENUES
3015 Tax Increment 109,100 107,935 - - - -
3706 Miscellaneous - - 14,604 - - -
Total Revenues 109,100 107,935 14,604 - - -
EXPENDITURES
Wages and Benefits
5010 Salary - Full Time 36,226 11,574 12,033 - - -
5081 Tax & Allow 2,835 885 1,287 - - -
5082 CalPERS 3,295 2,387 2,740 - - -
5083 CalPERS UAL - 3,066 3,700 - - -
5084 Health Insurance 3,227 107 109 - - -
5087 Workers Comp 660 260 2,178 - - -
Total Wages and Benefits 46,243 18,279 22,047 - - -
Maintenance and Operation
5220 Professional Services/Audit 91 - - - - -
5620 Legal 80 385 128 - - -
5801 Principal Payments - - 85,000 - - -
5802 Interest Payments 19,850 12,400 4,250 - - -
5804 Bond Fees - - - - - -
Total Maintenance and Operation 20,021 12,785 89,378 - - - Total Expenditures 66,264 31,064 111,425 - - -
REVENUE Totals: 1,109,100 107,935 14,604 - - -
EXPENSE Totals: 1,066,264 31,064 111,425 - - 1,000,000
REVENUE/(EXPENDITURES) 42,836 76,871 (96,821) - - (1,000,000)
CITY OF FOWLER
SUCCESSOR AGENCY FUNDS
FISCAL YEAR 2026-2027
`
70 Section 10, Item B
2025/26 2026/27 2027/28 2028/29 2029/30 2030/31 2025/26 2026/27 2027/28 2028/29 2029/30 2030/31 Note Water
Fire Hydrant & Water Valve Upgrade $227,500 $227,500 760-Water/730-Fire Impact Fees Fire Hydrant Replacement $72,600 $130,000 500-Water Fund Water Valve Upgrade (Impact Fee) $117,000 760-Water Impact Fees Water Valve Replacement $39,000 $39,000 500-Water Fund
Water Meter Replacement $250,000 $92,500 $112,500 $225,000 212-ARPA Water Services Replacement $130,000 $130,000 $260,000 500-Water Fund Water system interconnection $777,210 $777,210 $777,210 257-EPA FY23 Appropriation Act $166,667 $166,667 $166,667 760-Water Impact Fees
New Water Well #9 $390,857 256-DWR Small Communities Drought Grant Water Well #7 TCP Plant $429,626 501 - Water Well Maintenance Annual contributions per SGMA / SKGSA $425,477 $446,751 502-Groundwater Recharge Water Master Plan (Impact Fee) $100,000 760-Water Impact Fees Water System GIS Database $25,000 500-Water Fund
Recycled Water Feasibility Study $125,000 760-Water Impact Fees Well 4 Deferred Maint - Hydro Tank Replacement (Impact Fee) $72,000 760-Water Impact Fees Well 4 Deferred Maint - Hydro Tank Replacement $48,000 500-Water Fund Well 5 - Shade Structure $9,800 760-Water Impact Fees
Stormwater / Flood Control
Storm Water Master Plan $150,000 780-Storm Drain Impact Fees Sewer
CCTV Inspection & Review $55,000 $55,000 $55,000 $55,000 $55,000 SKF CIP Miscellaneous Repairs $45,000 $100,000 $45,000 $45,000 $45,000 SKF CIP 6th/7th St (bet Tuol & Merced) Alley Sewer Impr $415,000 SKF CIP 4th/5th St (bet Merced/Main) Alley Sewer Impr $425,000 SKF CIP Alley Between 5th/6th and Merced/E Main $545,000 SKF CIP Peach Street Pump Station $550,000 SKF CIP
Alley Between 5th/6th and Main/Fresno $425,000 $512,000 SKF CIP Feasibility Study: Pipeline $30,000 Sewer Impact Fees
Lift Station Fowler & South $350,000 $1,400,000 Sewer Impact Fees SR 99 Sewer Force Main Undercrossing at Peach St $150,000 $1,150,000 Sewer Impact Fees Merced Street TBD Sewer Impact Fees
Parks
8-acre Site - Community Center $2,000,000 750-Parks Impact Fees Panzak Park Amenities Rehabilitation $250,000 750-Parks Impact Fees Panzak Park Band Shell $500,000 750-Parks Impact Fees
Kensington Estates Neighborhood Park $750,000 750-Parks Impact Fees Ahronian Neighborhood Park $750,000 750-Parks Impact Fees Fowler Ranch Well Trail & Cul-de-Sac Connection $150,000 750-Parks Impact Fees Streets & Sidewalks
Fowler Ave Paving - Adams to City boundary $148,000 230-Measure C Various crack/slurry seals $100,000 $100,000 $100,000 230-Measure C Merced Streetscape $400,000 $579,639 238-Measure C TOD
Annual street restriping program $20,000 $20,000 $20,000 $20,000 6200-General Fund-St Maint Annual street sign replacement program & Speed Signs (26-27) $35,000 $20,000 $20,000 $20,000 6200-General Fund-St Maint ADA Curbramp and Sidewalk reconstruction $25,000 $25,000 $25,000 220-LTF 3 Semiannual pothole patching $10,000 $10,000 $10,000 $10,000 6200-General Fund-St Maint Adams Ave-Sidewalk & curb ramps $600,000 236-ATP
Manning Section 130 Signalization Project $1,807,250 259-Cal Trans-Manning RR Crossing South Ave Reconstruction - Stanford to Fowler (Local Match) $216,248 230-Measure C - Flexible South Ave Reconstruction - Stanford to Fowler $1,032,062 237-STBG 237 5th Street - Main to Vine $245,000 235-SB1
Roundabouts $250,000 215-Traffic Congestion/740-Traffic MGT/799-99/Merced Safe Routes to School $906,587 236-ATP
Stanford Trail TBD 236-ATP
Planning & City Facilities
Improvement Standards and Specifications $20,000 710-General Services Impact Fees General Plan Implementation $50,000 710-General Services Impact Fees Historical Asset Inventory $125,000 710-General Services Impact Fees Facility Condition Assessment & Scoring $375,000 710-General Services Impact Fees
CITY OF FOWLER
CAPITAL IMPROVEMENT PLAN
** All costs are estimated and will be fully vetted during the formal procurement process ** Enterprise & Other Funds
71 Section 10, Item B
2025/26 2026/27 2027/28 2028/29 2029/30 2030/31 2025/26 2026/27 2027/28 2028/29 2029/30 2030/31 Note
CITY OF FOWLER
CAPITAL IMPROVEMENT PLAN
** All costs are estimated and will be fully vetted during the formal procurement process ** Enterprise & Other Funds
Corp Yard Master Plan $125,000 710-General Services Impact Fees ADA Transition Plan (right-of-way) $30,000 230-Measure C ADA Transition Plan (City facilities) $100,000 710-General Services Impact Fees Facilities
City Hall Site Master Plan $90,000 710-General Services Impact Fees Fire Station second floor buildout $390,857 200-UUT
PD HQ / Senior Center Construction $7,507,054 201-Measure N $500,000 750-Parks Impact Fees
Community Development (Old Police Department) $200,000 710- General Services Impact Fee Administration & Information Technology
Accounting Software Replacement $20,000 100-General Fund 50% $20,000 500-Water Fund 50%
IT Capital Renewal $10,000 $10,000 $10,000 6170-Information Technology Computer Replacement Fund $25,823 $25,823 $25,823 6170-Information Technology Fleet
PW Fleet Truck Renewal $25,000 $25,000 $25,000 $25,000 $25,000 $25,000 6200 St Maint/500-Water Water Fleet Truck Renewal $50,000 $50,000 500-Water Fund Building, Code, Motor Pool Fleet Renewal $40,000 $40,000 $40,000 TBD Heavy equipment Asphalt Repair $200,000 TBD
72 Section 10, Item B
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: May 19, 2026
FROM: WYATT CZESHINSKI, Assistant City Planner
SUBJECT: CONSIDER the following:
i. The introduction and waiver of the first reading by title only of Ordinance No. 2026-04, prezoning Assessor’s
Parcel Number 345-100-05 to the R-1-6 zone district,
with an R-3 Implementing zone district designation,
prezoning the northern half of Assessor’s Parcel
Number 345-100-04 to the R-1-10 zone district, with
an R-1 implementing zone district, and prezoning the
southern half of Assessor’s Parcel Number 345-100-
04 to the R-1-7 zone district, with an R-2
implementing zone district;
ii. Resolution No. 2831, finding that Planning Project
No. 25-44 is consistent with the City’s General Plan
and General Plan Environmental Impact Report
pursuant to CEQA Guidelines Section 15183,
Approving Tentative Parcel Map No. 2025-45, and
Approving Vesting Tentative Subdivision Map No.
6537, as conditioned; and
iii. Initiating annexation of Assessor’s Parcel Numbers 345-100-05 and 345-100-04.
Staff recommendation: the City Council introduce and waive the first reading of Ordinance No. 2026-04, open the public hearing, close the public hearing, approve Ordinance No. 2026-04, adopt the Resolution, and initiate the annexation of APN 345-100-05 and 345-100-04.
EXECUTIVE SUMMARY
Planning Project No. 25-44 consists of an application which includes a Tentative Parcel Map (“TPM”), a Vesting Tentative Subdivision Map (“VTSM”), a request to prezone approximately
76.11 acres of land, and a request to annex the prezoned land to the City of Fowler (“Project”).
VTSM No. 6537 proposes the subdivision of Assessor’s Parcel Number (“APN”) 345-100-05 (“Project site”), a parcel of approximately 38.35 acres, into 179 single family residential lots, park space, and a storm drainage basin, consistent with the development standards prescribed by the R-3 implementing zone district. Additionally, to create a logical annexation boundary, 73 Section 10, Item C
APN 345-100-04, a parcel of approximately 37.76 acres in size (“Annexation Parcel”), would be prezoned consistent with the City’s General Plan land use for the Annexation Parcel and would be annexed into the City along with the Project site. The Project is consistent with the goals and policies of the City’s General Plan. Staff recommend that the City Council introduce and waive the first reading of Ordinance No. 2026-04, adopt Resolution No. 2831, and initiate the annexation of APN 345-100-05 and 345-100-04.
BACKGROUND
Michael Chaney of 1021 Ventures LLC (“Applicant”), has proposed to subdivide an approximately 38.35-acre parcel into a single-family residential subdivision, comprising 179 lots, a 2.41-acre linear park space, and a 2-acre storm drainage basin. The subject property is located at the northwest corner of East Parlier Avenue and South Fowler Avenue (APN 345- 100-05), is designated as Medium Low Density Residential (“MLDR”) by the City’s General Plan, and is zoned AE-20 (Exclusive Agriculture) by the County of Fresno. As a part of the Project, the Project site would be annexed to the City of Fowler and prezoned R-1-6, with an implementing zone district of R-3, consistent with the Project site’s MLDR land use designation. The Project site contains an existing single-family residence, with accessory buildings, and has previously been used for agricultural production. Any existing structures would be removed as a part of the Project.
Additionally, as described above, the Project would prezone APN 345-100-04 R-1-10 (northern half) and R-1-7 (southern half), with an implementing zone district of R-1 and R-2, consistent with the underlying General Plan land use designation of Low Density Residential (“LDR”) (northern half) and MLDR (southern half), respectively. No development is proposed on this parcel at this time. The parcel has historically been used for agricultural production and currently contains row crops and a rural residential home with accessory structures.
In addition to the VTSM, prezone, and California Environmental Quality Act (“CEQA”) determination actions that the City Council will review, the Project also includes a request for approval of a TPM for the Project site, discussed further below. The designated approval authority for TPM’s is the Planning Commission, however Fowler Zoning Ordinance Section
9.30.080(C) states that “when a proposed project requires more than one (1) permit or approval with more than one (1) approving authority, all applications shall be processed concurrently and action shall be taken by each approving authority, with the option to elevate all discretionary actions to the highest approval authority”. Because the Project includes several proposals that require ultimate approval by the City Council, the Community & Economic Development Director has determined that it would be appropriate for the approval authority to be elevated to the City Council for the TPM as well. As a result, the Planning Commission is serving as a recommending body for each of the proposals of the Project, including the TPM.
The Planning Commission reviewed the Project at it’s March 5, 2026, meeting and voted to recommend that the City Council prezone the Project site and Annexation Parcel as described above, approve a TPM for the Project site, approve a VTSM for the Project site, and initiate annexation of the Project site and Annexation Parcel.
The Project was placed on the April 21, 2026, City Council agenda, but was continued to the May 5, 2026, City Council meeting at the request of the Applicant. The Project was also placed 74 Section 10, Item C
on the May 5, 2026, City Council Agenda, but was again continued to the May 19, 2026, City Council meeting at the request of the Applicant.
ANALYSIS
General Plan Conformity
As discussed above, the Project site is designated MLDR by the City’s General Plan land use diagram. The Applicant has proposed the annexation of the site to the City of Fowler, requiring that the site be prezoned. The proposed prezoning designation is a mapping designation of R1-6, with an implementing zone district of R-3. According to Table 4-1 of the City of Fowler General Plan, the MLDR land use designation is consistent with the R-1-6 mapping zone district. At 4.67 dwelling units per acre, the proposed Project would also be developed within the density range required by the General Plan.
Public Infrastructure
The Project would have a singular point of access onto West Parlier Avenue, South Fowler Avenue, and the future development to the west of the Project site. Water and sewer infrastructure would be required to be extended along the Project’s South Fowler Avenue and West Parlier Avenue frontages, being reimbursed for any costs in excess of its contribution.
Additionally, approximately 77 feet of sewer main within West South Avenue would be required to be upsized between the manhole at the intersection of West South Avenue and South Fowler Avenue and the South Avenue lift station. This upsizing would be required to be completed by the developer, but would be completely reimbursed by the City using development impact fees that have been previously collected.
While the Selma Kingsburg Fowler County Sanitation District (SKF) Collection System Master Plan notes that a lift station is planned to serve the Project site, roughly located on its northeastern corner, SKF indicated in a meeting with the City and Applicant on January 30, 2026, that construction of a new lift station would not be required if the Applicant’s engineer demonstrates that the gravity flows from the site were adequate enough to meet SKF’s minimum grade requirements. The proposed sewer main within South Fowler Avenue must also meet the minimum clearance requirements to cross the Consolidated Irrigation District canal that runs west and east through South Fowler Avenue and the Project site without a need for a sewer lift station.
Additionally, the City will be upgrading the South Avenue Lift Station as a CIP project. Should the ultimate buildout of the upgraded lift station not be able to be funded completely by City funds, the remainder of the buildout of the lift station will be funded by developer fair share contributions. If when the Final Map for the Project is approved the upgraded lift station no longer has remaining capacity to serve the Project, then the Applicant shall be responsible for paying the Project’s fair share contribution of the remaining expansion of the lift station to its ultimate buildout.
The interior of the subdivision would provide outlots dedicated for open space and storm drainage purposes. Outlots created and developed for these purposes would be dedicated in fee to the City. Additional outlots are proposed on the exterior of the subdivision for landscaping purposes and would also be dedicated in fee to the City. In addition to constructing interior roads to the City’s current local street standard, the Project would be required to construct it’s West Parlier Avenue and South Fowler Avenue frontages to City standards for a major collector street and major arterial street, respectively. 75 Section 10, Item C
Traffic Study
The Project was required to prepare a Traffic Impact Analysis (“traffic study”) demonstrating the impact of the proposed development on roadways within the Project site’s vicinity. The traffic study included a recommendation that the Project pay its equitable fair share costs for future impacts to the intersections listed below:
Merced Street and State Route 99 Northbound Ramps – 10.6% Merced Street/Sumner Avenue and State Route 99 Southbound Off-Ramp – 15.6% Fresno Street and Fowler Avenue – 29.1%
Manning Avenue and State Route 99 Northbound Off-Ramp – 1.4% The City has coordinated with Caltrans on the future mitigation necessary to alleviate impacts to the two Merced Street/State Route 99 intersections listed above and have determined that the appropriate mitigation measure for these two intersections is the construction of a roundabout at both intersections.
Fowler Unified School District (“FUSD”)
Students residing at the Project site would attend Marshall Elementary (K-2), Fremont Elementary (3-5), Sutter Middle School (6-8), and Fowler High School (9-12). The student generation factor within Fowler Unified has ranged between 0.5 and 0.6 students per household, indicating that the proposed Project would generate approximately 89 to 107 students.
In accordance with State law, any new development is subject to school development fees as a condition of building permit issuance to offset potential impacts to schools. The 179 homes proposed throughout the development would be subject to school development fees on a persquare foot (“sqft”) basis. These funds, in combination with bond financing authorized by FUSD voters and State assistance, will provide facilities and reduce overcrowding in the longterm.
Tentative Parcel Map
The Project proposes a TPM that would subdivide the Project site into two resulting parcels of
21.62 (Parcel 1) and 16.73 (Parcel 2) acres, respectively. The parcel map would be required to be recorded subsequent to annexation, but prior to recordation of the Project’s Final Map, assuming the VTSM is approved by the City Council. Processing the TPM concurrently with the VTSM and Final Map, but recording prior to the Final Map, may be beneficial to the Applicant in relation to financing and the phased development of the VTSM.
Vesting Tentative Subdivision Map
The proposed VTSM includes 179 single family residential lots, ranging from 4,859 sqft to 10,283 sqft in size. Proposed lots have been reviewed for conformance with the City of Fowler Subdivision Ordinance and the development standards of the R-3 implementing zone district, as outlined in the Fowler Zoning Ordinance. The VTSM would be developed in phases.
Open Space
General Plan Policy OS-3 requires that single-family projects include 5% open space within the boundaries of the Project. Under the current proposal the Applicant would be required to develop approximately 1.92 acres of open space within proposed subdivision. The Project 76 Section 10, Item C
would include approximately 2.41 acres of parkland proposed along the northern and western boundaries of the Project site, meeting the minimum park space requirement.
Fowler Municipal Code Design Standards
The Project is required and will be conditioned to comply with Section 9.120.060 (SingleFamily Residential Subdivision Design Standards) of the Fowler Zoning Ordinance. While the Applicant has not provided elevations for homes that would be constructed as a part of the Project, design would be required to meet City of Fowler’s Single-Family Residential Design Standards.
Kirby Canal
The Project site possesses a Consolidated Irrigation District surface canal that runs through the site in a curvilinear manner. The Project would result in the undergrounding of this existing canal and would relocate the canal to run below the proposed linear park located on the Project site’s northern and western boundary. Relocation of the canal would ensure that no structures are placed above the canal in the future as a result of the proposed VTSM.
Annexation
The Local Agency Formation Commission of Fresno County (LAFCo) requires that cities within Fresno County be developed with boundaries that occur in a logical manner which prevents the creation of jurisdictional islands. The Project site and Annexation Parcel are currently contiguous to the Fowler city limits to the west of the Project site.
Zoning Code/Map Amendment Findings (Fowler Zoning Ordinance Section 9.110.070) Prior to approving an application for the prezoning of a site, the Approval Authority shall make all of the following findings:
1. The Zoning Code or Zoning Map Amendment is consistent with the intent of the goals and policies of the General Plan.
The Project would result in a residential subdivision developed on a site that meets the density requirements of the MLDR land use designation, for which the site is designated by the City’s General Plan. Prezoning of the site to the R-1-6 mapping zone district/R-3 implementing zone district would be consistent with the site’s MLDR land use designation.
The Project would also result in the prezoning of the Annexation Parcel to the R-1-10 and R-1-7 zone district, with an implementing zone district of R-1 and R-2, respectively, consistent with the Annexation Parcel’s LDR and MLDR land use designation.
As a result, the Project is consistent with the City’s General Plan and its goals and policies.
2. The Zoning Code or Zoning Map Amendment prescribes reasonable controls and standards to ensure compatibility with other established uses.
The Project would result in the development of a single-family residential subdivision on land that is planned for such usage. Prezoning of the Project site and the Annexation 77 Section 10, Item C
Parcel consistent with the underlying land use designation would ensure that reasonable controls and standards are in place to ensure compatibility with other established uses, as is proposed by the Project.
3. The Zoning Code or Zoning Map Amendment provides reasonable property development rights while protecting environmentally sensitive land uses and species.
As proposed, the Project would be consistent with the City’s General Plan and General Plan Environmental Impact Report. Prezoning of the Project site and the Annexation Parcel consistent with the underlying General Plan designation, which the Project proposes, would ensure that reasonable property rights are preserved, while environmentally sensitive land uses and species are maintained at the same time. Any mitigations or policies aimed at reducing the impact of the buildout of the City’s General Plan would be applicable to the development of this Project.
4. The Zoning Code or Zoning Map Amendment ensures protection of the general health, safety, and welfare of the community.
The Project proposes to prezone the Project site and the Annexation Parcel consistent with the existing land use designation for the site, as prescribed by the City’s General Plan. Prezoning the site in this manner will ensure that development standards are required consistent with the type of development anticipated for the site. Requiring and enforcing these development standards will ensure protection of the general health, safety, and welfare of the community.
Grounds for Approval of a Tentative Parcel Map
The Subdivision Map Act (Gov. Code § 66474) requires cities make the following findings prior to approval of a tentative map:
1. The proposed map is consistent with applicable general and specific plans as specified in Section 65451.
The proposed TPM would result in the subdivision of the Project site into two resulting parcels that would meet the minimum requirements of the R-3 implementing zone district. The TPM would be consistent with the City’s General Plan and would not conflict with any specific plans.
2. The design or improvement of the proposed subdivision is consistent with applicable general and specific plans.
The proposed TPM is designed in a manner that is consistent with the City’s General Plan, the Fowler Zoning Ordinance, and the Fowler Subdivision Ordinance, and would not conflict with any specific plans.
3. The site is physically suitable for the type of development. 78 Section 10, Item C
The TPM would split the Project site in order to aid the phased development of VTSM No. 6537. While no development is directly proposed by the TPM, the Project would make possible the development of the site into a single-family residential subdivision that is consistent with the site’s General Plan land use designation and the R-3 development standards for which the site would be prezoned as a part of the Project.
4. The site is physically suitable for the proposed density of development.
The TPM would split the Project site in order to aid the phased development of VTSM No. 6537. While no development is directly proposed by the TPM, the Project would make possible the development of the site into a single-family residential subdivision that is consistent with the site’s General Plan land use designation of MLDR. Meeting the density range prescribed by the General Plan ensures that the Project is developed at a suitable density.
5. The design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure a fish or wildlife habitat.
The Project is consistent with the previously certified City of Fowler General Plan Environmental Impact Report (“EIR”). The EIR considered impacts to fish and wildlife resources within the City’s Planning Area. Buildout of the land uses analyzed under the General Plan EIR was found to not have a significant environmental effect on biological resources. As such, the proposed Project, which is being developed in accordance with the City’s General Plan, would not result in substantial environmental damage or substantially and avoidably injure a fish or wildlife habitat.
6. The design of the subdivision or type of improvements is not likely to cause serious public health problems.
There is no evidence in the record that the Project is likely to cause any serious public health problems. The Project is consistent with the City’s General Plan and would be developed consistent with the City’s development standards, as conditioned.
7. The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision.
The TPM would result in the creation of an access and utility easement connecting Parcel 2 to South Fowler Avenue. The TPM would not conflict with any other easement acquired by the public at large.
Grounds for Approval of a Tentative Subdivision Map
The Subdivision Map Act (Gov. Code § 66474) requires cities make the following findings prior to approval of a tentative map:
79 Section 10, Item C
1. The proposed map is consistent with applicable general and specific plans as specified in Section 65451.
As discussed above, the Project site has a MLDR land use designation. According to Table 4-1 of the Fowler General Plan, the MLDR land use designation is consistent with the R-1-6 mapping zone district, which the Applicant has applied for the prezoning of the property as, subsequent to annexation by the City. This prezoning would make the site’s General Plan and zoning designation consistent with one another. As proposed, the VTSM meets the density requirements of the MLDR land use designation and conforms with the R3 implementing zone district standards, making the Project consistent with both the applicable General Plan and zoning requirements.
2. The design or improvement of the proposed subdivision is consistent with applicable general and specific plans.
The proposed VTSM has been reviewed for compliance with the City’s General Plan, the Fowler Subdivision Ordinance, and the Fowler Zoning Ordinance. As conditioned, the Project meets all applicable design and improvement requirements.
3. The site is physically suitable for the type of development.
The Project site is designated as MLDR by the City’s General Plan and is thus anticipated for single-family residential development. After reviewing the VTSM, it has been determined that the Project site is suitable for the type of development being proposed.
4. The site is physically suitable for the proposed density of development.
The Project site is designated as MLDR by the City’s General Plan and is thus anticipated for single-family residential development. The proposed VTSM would result in a dwelling unit per acre ratio of 4.67, which is within the density range prescribed by the General Plan for the MLDR land use designation. The Project site has been determined to be adequate for the type of density proposed within the development.
5. The design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure a fish or wildlife habitat.
The Project is consistent with the previously certified City of Fowler General Plan EIR.
The EIR considered impacts to fish and wildlife resources within the City’s Planning Area. Buildout of the land uses analyzed under the General Plan EIR was found to not have a significant environmental effect on biological resources. As such, the proposed Project, which is being developed in accordance with the City’s General Plan, would not result in substantial environmental damage or substantially and avoidably injure a fish or wildlife habitat.
80 Section 10, Item C
6. The design of the subdivision or type of improvements is not likely to cause serious public health problems.
There is no evidence in the record that the Project is likely to cause any serious public health problems. The Project is consistent with the City’s General Plan and would be developed consistent with the City’s development standards, as conditioned.
7. The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision.
The Project would not conflict with any existing easements acquired by the public at large. An easement would be created by the Project’s TPM for Parcel 2 to have access and utility connection to South Fowler Avenue. Additionally, the Kirby Canal would be relocated along the Project site’s northern and western boundary. A new easement of 30 feet in width would be dedicated to Consolidated Irrigation District as a result of the relocation. The existing canal easement would be abandoned.
PUBLIC NOTICE
A Notice of Public Hearing was published in The Business Journal on April 10, 2026, which is at least twenty (10) days prior to the public hearing. It was also sent via US Mail to property owners within 300 feet of the proposed Project.
ENVIRONMENTAL REVIEW
The first step in complying with CEQA is to determine whether the activity in question constitutes a “project” as defined by CEQA (Pub. Res. Code § 21000, et seq.; Cal. Code Regs.
Tit. 14, § 15000, et seq. [“CEQA Guidelines”].) The second step is to determine whether the project is subject to or exempt from CEQA. This Project qualifies as a project under CEQA because it involves the issuance of a “lease, permit, license, certificate, or other entitlement for use” as described in CEQA Guidelines section 15378, subdivision (a)(3). Development of the Project site into a residential subdivision qualifies as a “project” under CEQA.
The Project would result in the construction of a new residential subdivision on land that is planned for such usage. The Project aligns with the site’s MLDR General Plan land use designation, will prezone the Project site and the Annexation Parcel consistent with the General Plan land use designations for each, and would qualify to be found consistent with the City’s General Plan EIR under CEQA Guidelines Section 15183.
Accordingly, staff recommend that the City Council find that the Project is absolved from further environmental analysis, pursuant to CEQA Guidelines Section 15183. If the Project is approved, a Notice of Exemption for the Project will be filed with the County Clerk and the State Clearinghouse.
GENERAL PLAN CONSISTENCY
This action is consistent with the following General Plan goals and policies:
81 Section 10, Item C
General Plan Goal LU-1
Growth occurs logically and efficiently.
General Plan Goal LU-2
A wide range of housing types are available to accommodate all housing needs in the community.
General Plan Policy LU-1
Development shall occur in accordance with the planned land uses as shown on Figure 4-1:
Land Use Diagram.
General Plan Policy LU-4
The overall maximum density of the land use designation shall not be exceeded, except when a project is eligible for increased density as part of a Planned Unit Development or under the State Density Bonus Law.
General Plan Policy LU-8
Annex land into the City in accordance with adopted growth management thresholds and reject proposals for annexation that do not comply with requirements of General Plan policies relating to orderly and contiguous development and provision of public services and facilities.
General Plan Policy CDES-26
Single family residential projects shall be designed in a way such that they enhance Fowler’s character.
General Plan Policy CDES-27
Discourage direct access to collector streets from single-family residential properties except where physical circumstances do not allow other design solutions.
General Plan Policy OS-3
Within single family residential projects, whether attached or detached, a minimum of 5% of the project site, not inclusive of existing or future major road rights-of-way, shall be developed with usable open space. Such open space shall be maintained by an assessment district, landscape/lighting district, homeowners' association, or other appropriate maintenance entity.
General Plan Policy OS-4
Usable open space areas, as required in Policy OS-3, may fulfill the requirements for parkland dedication, per the City’s Quimby Ordinance. To qualify, such land shall be dedicated to the City and meet the minimum established requirements for usable open space.
General Plan Policy OS-20
Require the planting of shade trees with substantial canopies within private development.
General Plan Goal MOB-1
Fowler’s streets are a safe and enjoyable environment for pedestrians, cyclists, motorists, and people of all ages and abilities.
General Plan Policy ED-5
Discourage passive land uses, underutilization of land, and vacant structures on available commercial sites.
82 Section 10, Item C
FISCAL IMPACT
The Project would result in the collection of development impact fees for single-family residential projects in accordance with the most current development impact fee schedule at the time that the Project application was received by the City. Development of the site would also increase the assessed value of the property and therefore generate additional ongoing property tax revenue to the City. Development impact fees would also be expended to reimburse the Applicant for the construction of sewer infrastructure improvements within West South Avenue.
CONFLICT OF INTEREST
No potential conflicts of interest are known to exist.
Attachments
- Attachment 1: Regional Vicinity Map
- Attachment 2: Aerial Map
- Attachment 3: General Plan Land Use Map
- Attachment 4: Zoning Map
- Attachment 5: Tentative Parcel Map No. 2025-45
- Attachment 6: Vesting Tentative Subdivision Map No. 6537 - Attachment 7: Traffic Study and Amendment Letter
- Attachment 8: Ordinance No. 2026-04
- Attachment 9: Resolution No. 2831
83 Section 10, Item C
Attachment 1: Regional Vicinity Map
84 Section 10, Item C
Attachment 2: Aerial Map
85 Section 10, Item C
Attachment 3: General Plan Lan Use Map
86 Section 10, Item C
Attachment 4: Zoning Map
87 Section 10, Item C
Attachment 5: Tentative Parcel Map No. 2024-25
88 Section 10, Item C
Attachment 6: Vesting Tentative Subdivision Map No. 6537 89 Section 10, Item C
TTM 6537 Residential Development
Transportation Impact Study
February 24, 2026
Prepared by:
VRPA Technologies, Inc.
4630 W. Jennifer, Suite 105
Fresno, CA 93722
Attachment 7: Traffic Study and Amendment Letter
90 Section , Item C
TTM 6537 Residential Development
Transportation Impact Study
Study Team
Georgiena Vivian, President, VRPA Technologies, Inc., [email protected], Ph: (559) 259-9257
Erik Ruehr, Director of Traffic Engineering, VRPA Technologies, Inc., [email protected], Ph: (858) 566-1766
Jeff Stine, Senior Transportation Planner, VRPA Technologies, Inc., [email protected], Ph: (858) 566-1766
Jason Vivian, Director of Civil Engineering, VRPA Technologies, Inc., [email protected], Ph: (559) 577-6974
Ryan Vivian, Transportation Planning Technician, VRPA Technologies, Inc., [email protected], Ph: (559) 259-6261
Michiel Gallanosa, Engineering Intern, VRPA Technologies, Inc., [email protected], Ph: (559) 271-1200
91 Section , Item C
Table of Contents
Section Description Page
1.0 Introduction 1
1.1 Description of the Region/Project 1
1.1.1 Project Access 1
1.1.2 Study Area 1
1.1.3 Study Scenarios 2
1.2 Methodology 2
1.2.1 Intersection Analysis 2
1.3 Policies to Maintain level of Service 3
1.4 VMT Analysis 3
1.5 Traffic Safety Analysis 3
2.0 Project Traffic 9
2.1 Trip Generation 9
2.2 Trip Distribution 9
2.3 Project Traffic 9
3.0 Traffic Impacts 13
3.1 Existing Traffic and Level of Service (LOS) 13
3.2 Opening Year Traffic Conditions 14
3.3 Future Year Traffic Conditions 15
3.4 Queuing Analysis 32
4.0 Mitigation 34
4.1 Roadway Improvements 34
4.2 Equitable Share Responsibility 35
Appendices
Appendix A – Traffic Count Data Worksheets
Appendix B – Synchro Worksheets
Appendix C – Signal Warrant Worksheets
Appendix D – Tract 6501 Trip Generation Figures
Appendix E – Mitigation Scenario Synchro Output Files
Appendix F – Traffic Safety Analysis
92 Section , Item C
List of Tables
1-1 Signalized Intersections Level of Service Definitions 7 1-2 Unsignalized Intersections Level of Service Definitions 8 2-1 Project Trip Generation 9
3-1 Intersection LOS – Existing & Opening Year 19
3-2 Intersection LOS – Horizon Year 31
3-3 Queuing Operations – All Scenarios 33
4-1 Intersection Operations with Roadway Improvements 37 4-2 Left Turn and Right Turn Storage Requirements 37
4-3 Project Fair Share Cost for Intersection Improvements 38 List of Figures
1-1 Regional Location 4
1-2 Project Location 5
1-3 Site Plan 6
2-1 Project Trip Distribution 10
2-2 Project Peak Hour Trips AM 11
2-3 Project Peak Hour Trips PM 12
3-1 Existing (2025) Lane Geometry 16
3-2 Existing (2025) Peak Hour Traffic AM 17
3-3 Existing (2025) Peak Hour Traffic PM 18
3-4 Existing (2025) With Project AM 20
3-5 Existing (2025) With Project PM 21
3-6 Existing (2025) With Project Plus Approved/Pending Projects AM 22 3-7 Existing (2025) With Project Plus Approved/Pending Projects PM 23 3-8 Opening Year With Project Plus Approved/Pending Projects AM 24 3-9 Opening Year With Project Plus Approved/Pending Projects PM 25 3-10 Horizon (Future) Year Lane Geometry 26
3-11 Horizon (Future) Year 2046 Without Project AM 27
3-12 Horizon (Future) Year 2046 Without Project PM 28
3-13 Horizon (Future) Year 2046 With Project AM 29
3-14 Horizon (Future) Year 2046 With Project PM 30
4-1 Horizon Year Recommended Improvements 36
93 Section , Item C
1 TTM 6537 Residential Development
Transportation Impact Study
1.0 Introduction
1.1 Description of the Region/Project
This Transportation Impact Study (TIS) has been prepared for the purpose of analyzing traffic conditions related to the proposed TTM 6537 Residential Development project (the Project) located within greater Fresno County and the City of Fowler’s Sphere of Influence. The TIS is intended to identify the extent to which the Project would affect traffic operations that may indicate a need for improvements within the study area and/or other measures to address traffic operations.
The project calls for the development of 199 single-family residential units, and the proposed subdivision will be located on the northwest corner of Fowler Avenue and Parlier Avenue approximately 0.8 miles south of the State Route (SR) 99 and Merced Street interchange within the City of Fowler. Figure 1-1 shows the regional context of the Project site while Figure 1-2 shows the Project location. Figure 1-3 shows the site plan of the proposed Project.
1.1.1 Project Access
The Project has two primary access points, one located along the west side of Fowler Avenue and the other located along the north side of Parlier Avenue.
1.1.2 Study Area
The study intersections included in this TIS are listed below and shown in Figure 1-2. The study intersections were developed in consultation with the City of Fowler, Fresno County, and Caltrans staff.
Intersections
1 - W. Merced St/SR 99 NB Ramps
2 - Sumner Ave/W. Merced St/SR 99 SB Off-Ramp/Fowler Ave 3 - Fowler Ave/W. Fresno St
4 - Fowler Ave/SR 99 SB On-Ramp
5 - Fowler Ave/South Ave
6 - Fowler Avenue/Parlier Avenue
7 - Fowler Avenue/Manning Avenue
8 - Manning Avenue/SR 99 SB Ramps
9 - Manning Avenue/SR 99 NB On-Ramp (Left from EB Manning to NB On-Ramp) 10 - Manning Avenue/SR 99 NB Off-Ramp
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1.1.3 Study Scenarios
This TIS includes level of service (LOS) analysis for the following traffic scenarios (Study Scenarios):
Existing (2025) Conditions
Existing (2025) Conditions With Project
Existing (2025) Conditions With Project Plus Approved/Pending Projects Opening Year 2026 With Project Plus Approved/Pending Projects Horizon (Future) Year 2046 Without Project
Horizon (Future) Year 2046 With Project
1.2 Methodology
This TIS was prepared using general principles outlined in the City of Fowler’s Traffic Impact Analysis Guidelines (dated January 2025) modified as described in the Traffic Impact Study Scoping Document to be consistent with current conditions. In analyzing street and intersection capacities, the Level of Service (LOS) methodologies are applied. LOS standards are applied by transportation agencies to quantitatively assess a street and highway system’s performance. In addition, safety concerns are analyzed to determine the need for appropriate mitigation resulting from increased traffic near sensitive uses and other evaluations such as the need for signalized intersections or other improvements. Guidelines incorporated in the Highway Capacity Manual (HCM), 7th Edition, were also used in the development of this TIS.
1.2.1 Intersection Analysis
Intersection LOS analysis was conducted using the Synchro software program. Synchro supports HCM methodologies and is deemed an acceptable program by City of Fowler, County of Fresno, and Caltrans staff for assessment of traffic impacts. LOS can be determined for both signalized and unsignalized intersections.
Tables 1-1 and 1-2 define LOS “A” to “F” by indicating the ranges in the amounts of average delay for a vehicle at signalized and unsignalized intersections for each level of service ranging from LOS “A” to “F”.
When an intersection does not meet target LOS standards (LOS A, B, C, or D), analysis is conducted to determine whether improvements are needed.
In addition, for unsignalized intersections that do not meet acceptable LOS standards, an evaluation would be conducted to determine whether signal warrants would indicate the need for a traffic signal. Signal warrants are numerical thresholds used by traffic engineers to determine whether a traffic signal is needed. If signal warrants are not met, the typical conclusion 95 Section , Item C
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is that the intersection is operating at an acceptable LOS. The California Manual on Uniform Traffic Control Devices (California MUTCD) introduces standards for determining the need for traffic signals. The California MUTCD indicates that the satisfaction of one or more traffic signal warrants does not in itself require the installation of a traffic signal. In addition to the warrant analysis, an engineering study of the current or expected traffic conditions should be conducted to determine whether the installation of a traffic signal is justified.
1.3 Policies to Maintain Level of Service
In accordance with standard TIS practice, the goal of the project is to achieve a target LOS D or better for street segments and intersections.
1.4 VMT Analysis
A vehicle miles traveled (VMT) analysis will not be needed since the project is consistent with the City of Fowler’s General Plan.
1.5 Traffic Safety Analysis
A traffic safety analysis was conducted to determine whether there are any safety concerns on the State highway system that would be increased by the addition of project traffic. The analysis is included in Appendix F.
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Table 1-1
Signalized Intersections Level of Service Definitions
(Highway Capacity Manual)
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Table 1-2
Unsignalized Intersections Level of Service Definitions (Highway Capacity Manual)
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2.0 Project Traffic
2.1 Trip Generation
To assess the impact that the Project may have on the surrounding roadway network, the first step is to determine Project trip generation. Project trip generation was determined using trip generation rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition). The considerations described above led to the recommended trip generation for weekday AM (7:00-9:00am) and PM (4:00-6:00pm) peak hours shown in Table 2-1.
2.2 Trip Distribution
Project trip distribution percentages are shown in Figure 2-1. These percentages are based upon knowledge of the study area, engineering judgement, prevailing traffic patterns in the study area, major routes, population centers, and other existing development.
2.3 Project Traffic
Project traffic as shown in Table 2-1 was distributed to the roadway system using the trip distribution percentages shown in Figure 2-1. A graphical representation of the resulting AM and PM peak hour Project trips is shown in Figures 2-2, and 2-3.
IN OUT TOTAL IN OUT TOTAL Single Family Residential (210) 199 Units 9.09 1,871 0.70 25:75 38 101 139 0.93 63:37 112 69 181 1,871 38 101 139 112 69 181 DAILY TRIP ENDS (ADT)
Table 2-1
LAND USE/
ITE LAND USE CODE QUANTITY WEEKDAY AM PEAK HOUR WEEKDAY PM PEAK HOUR RATE VOLUME RATE IN:OUT SPLIT VOLUME RATE Project Trip Generation - Total Vehicles IN:OUT SPLIT VOLUME TOTAL EXTERNAL TRIP GENERATION
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3.0 Traffic Impacts
3.1 Existing Traffic and Level of Service (LOS)
Existing AM and PM peak hour turning movements were collected by National Data & Surveying Services (NDS) on Wednesday September 10, 2025, at the following project study intersections:
1 - W. Merced St/SR 99 NB Ramps
2 - Sumner Ave/W. Merced St/SR 99 SB Off-Ramp/Fowler Ave 3 - Fowler Ave/W. Fresno St
4 - Fowler Ave/SR 99 SB On-Ramp
5 - Fowler Ave/South Ave
6 - Fowler Avenue/Parlier Avenue
7 - Fowler Avenue/Manning Avenue
8 - Manning Avenue/SR 99 SB Ramps
9 - Manning Avenue/SR 99 NB On-Ramp (Left from EB Manning to NB On-Ramp) 10 - Manning Avenue/SR 99 NB Off-Ramp
Existing AM and PM peak hour turning movements were collected by VRPA at the intersection of E. Parlier Avenue and S. Clovis Avenue on Thursday, October 2, 2025. Existing traffic at this intersection was collected by VRPA at the request of the County of Fresno following their review of the scoping document.
All intersection turning movement counts were conducted for the peak hour periods of 7:00-9:00 AM and 4:00-6:00 PM. Existing roadway lane geometry is shown in Figure 3-1. Existing traffic is shown in Figures 3-2 and 3-3. Traffic count data worksheets are provided in Appendix B.
Project traffic, as calculated in Chapter 2, was added to Existing traffic to determine Existing (2025) With Project traffic as shown in Figures 3-4, and 3-5. Note that the intersection of E. Parlier Avenue and Clovis Avenue was not studied as part of this TIS however per the County of Fresno’s request, VRPA performed a count of this intersection and when comparing the total intersection traffic for Existing Vs. Existing With Project Traffic, there is a difference of 5 trips (171 total trips for Existing AM Without Project Traffic and 176 total trips for Existing AM With Project Traffic) which is the equivalent of a 2.92% increase in traffic at this intersection as a result of the Project.
Project traffic, as calculated in Chapter 2, was added to Existing traffic plus Approved/Pending Projects to determine Existing (2025) With Project Plus Approved/Pending Projects traffic as shown in Figures 3-6, and 3-7. Note that VRPA met with City staff to discuss all applicable Approved/Pending projects which included the following:
Clayton and Golden State Blvd. Property Prezone:
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o Located at the southeast corner of Clayton Avenue and Golden State Blvd. and consisting of a proposed 44-lot industrial subdivision – project traffic prepared by VRPA as part of a previous TIS project.
City of Fowler - Blossom Pointe Apartments:
o Located at the northeast quadrant of the Mariposa Street and 10th Street intersection and consisting of a 116 multi-family dwelling unit development – project traffic prepared by VRPA as part of a previous TIS project. City of Fowler Buford Oil Company Travel Center:
o Located at the northeast corner of Manning Avenue and SR 99 and consisting of a proposed Travel Stop including tire shop, restaurant(s), and hotel – project traffic prepared by Peters Engineering Group as part of a previous TIS project. City of Fowler – Tract 6501:
o Located at the northwest corner of the intersection of E. South Avenue and Sunnyside Avenue and consisting of a proposed 103 lot subdivision – see Appendix D for AM/PM Peak Hour Trip Generation.
Intersection operations for all Existing Traffic conditions (Existing, Existing Plus Project and Existing Plus Project with Cumulative Developments), are shown in Table 3-1.
Except for the intersections at 2 - Sumner Ave/W. Merced St/SR 99 SB Off-Ramp/Fowler Ave, and 10 - Manning Avenue/SR99 NB Off-Ramp, all study area intersections for all Existing Traffic conditions (Existing, Existing Plus Project and Existing Plus Project with Cumulative Developments) operate at level of service D or better. At the intersection of 2 - Sumner Ave/W.
Merced St/SR 99 SB Off-Ramp/Fowler Ave, and 10 - Manning Avenue/SR99 NB Off-Ramp, although the Existing Plus Project with Cumulative Developments traffic exceeds LOS D, these intersections do not meet peak hour signal warrants (California MUTCD Peak Hour Warrant – Warrant 3) because the minor approaches do not carry enough traffic to justify signalization (see Appendix D for Signal Warrant Worksheet).
3.2 Opening Year Traffic Conditions
Traffic conditions with the Project for the assumed opening year of 2026 were estimated by applying a growth rate of 2% per year to the existing traffic volumes. Project traffic, as calculated in Chapter 2, was added to Opening Year (2026) traffic plus Approved/Pending Projects to determine Opening Year (2026) With Project Plus Approved/Pending Projects traffic as shown in Figures 3-8, and 3-9.
Intersection operations for Opening Year conditions With Project Plus Approved/Pending Projects are shown in Table 3-1. Except for the intersections at 2 - Sumner Ave/W. Merced St/SR 99 SB Off-Ramp/Fowler Ave, and 10 - Manning Avenue/SR99 NB Off-Ramp, all study area 107
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intersections for these conditions operate at level of service D or better. At the intersection of 2 - Sumner Ave/W. Merced St/SR 99 SB Off-Ramp/Fowler Ave, and 10 - Manning Avenue/SR99 NB Off-Ramp, although the Opening Year conditions With Project Plus Approved/Pending Projects traffic exceeds LOS D, these intersections do not meet peak hour signal warrants (California MUTCD Peak Hour Warrant – Warrant 3) because the minor approaches do not carry enough traffic to justify signalization (see Appendix D for Signal Warrant Worksheet).
3.3 Horizon (Future) Year Traffic Conditions
Horizon Year traffic conditions with and without the Project in the Year 2046 (20 years from Opening Year conditions) were estimated by taking the larger of the traffic volumes from the following conditions:
Applying a growth rate of 2% per year to the existing traffic volumes 2046 Fresno COG Regional Model with segment growth factors (taken by comparing the regional model future daily traffic to the existing average daily traffic) When comparing the traffic generated from these varying conditions, it was determined that traffic generated from applying a 2% growth rate per year to existing traffic volumes controlled.
The Horizon Year Lane Geometry is shown in Figure 3-10. The resulting traffic for the Horizon Year Without Project scenario is shown in Figures 3-11 and 3-12.
Project traffic, as calculated in Chapter 2, was added to Horizon Year traffic to determine Horizon Year With Project traffic as shown in Figures 3-13 and 3-14.
Intersection operations for Horizon Year conditions With and Without Project traffic are shown in Table 3-2.
For Horizon Year conditions, the intersections at 1 – Sumner Ave/W. Merced St/SR 99 NB Ramp, 2 - Sumner Ave/W. Merced St/SR 99 SB Off-Ramp/Fowler Ave, and 9 - Manning Avenue/SR99 NB Off-Ramp, all study area intersections for all Existing Traffic conditions (Existing, Existing Plus Project and Existing Plus Project with Cumulative Developments) operate at level of service D or better. At the intersection of 3 – Fowler Ave/W. Fresno St, although traffic exceeds LOS D, these intersections do not meet peak hour signal warrants (California MUTCD Peak Hour Warrant – Warrant 3) because the minor approaches do not carry enough traffic to justify signalization (see Appendix D for Signal Warrant Worksheet).
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DELAY LOS DELAY LOS DELAY LOS DELAY LOS
AM 22.8 C 28.5 D 40.2 E
+ 45.0 E+
PM 23.5 C 29.7 D 39.4 E
+ 44.0 E+
AM 19.3 C 30.5 D 47.1 E
+ 51.4 F+
PM 19.7 C 30.6 D 54.9 F
+ 61.3 F+
AM 14.9 B 17.4 C 19.2 C 19.8 C
PM 14.4 B 17.3 C 19.4 C 20.0 C
AM 11.0 B 12.1 B 12.8 B 13.0 B
PM 10.8 B 11.5 B 11.9 B 12.0 B
AM 12.3 B 14.1 B 16.5 C 16.9 C
PM 12.4 B 14.5 B 17.4 C 17.8 B
AM 10.8 B 11.0 B 11.1 B 11.3 B
PM 9.6 A 9.7 A 9.7 A 10.0 A
AM 9.6 A 9.7 A 9.8 A 10.0 A
PM 9.7 A 9.9 A 10.0 A 10.2 B
AM 13.2 B 13.4 B 16.0 C 16.3 C
PM 12.9 B 13.2 B 16.2 C 16.4 C
AM 8.1 A 8.1 A 8.3 A 8.3 A
PM 7.8 A 7.8 A 8.0 A 8.0 A
AM 19.5 C 21.2 C 32.4 D 35.3 E
+
PM 23.2 C 23.2 C 45.4 E
+ 50.8 F+
- DELAY is measured in seconds
- LOS = Level of Service / BOLD denotes LOS standard has been exceeded + Does not meet peak hour signal warrant.
7. Fowler Ave and Manning Ave Four-Way
Stop
D
8. Manning Ave and SR 99 SB Ramps Two-Way
Stop
D
9. Manning Ave and SR 99 NB OnRamp
Two-Way
Stop
D
10. Manning Ave and SR 99 NB OffRamp
Two-Way
Stop
D
Two-Way
Stop
D
Two-Way
Stop
4. Fowler Ave and SR 99 SB On-Ramp Two-Way
Stop
D
5. Fowler Ave and South Ave Two-Way
Stop
D
6. Fowler Ave and Parlier Ave
Four-Way
Stop
D
1. W. Merced St. and SR 99 NB
Ramps
Table 3-1
Intersection LOS - Existing & Opening Year
EXISTING + PROJECT +
APPROVED/PENDING
PROJECTS
OPENING YEAR +
PROJECT +
APPROVED/PENDING
PROJECTS
- For signalized intersections, delay results show the average for the entire intersection. For one-way stop controlled intersections, delay results show the delay for the worst movement.
D
EXISTING EXISTING + PROJECT
3. Fowler Ave and W. Fresno St. Two-Way
Stop
D
INTERSECTION CONTROL
TARGET
LOS
PEAK
HOUR
2. Sumner Ave/W. Merced St. and
SR99 SB Off-Ramp/Fowler Ave
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71 15
0 6
0270
0 6
086
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DELAY LOS DELAY LOS
AM 278.9 F 494.1 F
PM 226.2 F 400.0 F
AM 137.0 F 187.1 F
PM 133.1 F 175.6 F
AM 29.2 D 41.9 E
+
PM 24.2 C 33.9 D
AM 13.9 B 16.4 C
PM 13.3 B 14.7 B
AM 17.6 C 22.1 C
PM 17.7 C 22.9 C
AM 12.5 B 12.9 B
PM 10.2 B 10.7 B
AM 13.4 B 13.8 B
PM 13.6 B 14.5 B
AM 17.5 C 17.9 C
PM 17.3 C 17.9 C
AM 8.5 A 8.5 A
PM 8.1 A 8.1 A
AM 148.8 F 181.1 F
PM 208.0 F 216.0 F
- DELAY is measured in seconds
- LOS = Level of Service / BOLD denotes LOS standard has been exceeded + Does not meet peak hour signal warrant.
10. Manning Ave. and SR 99 NB OffRamp Two-Way Stop D
9. Manning Ave. and SR 99 NB OnRamp Two-Way Stop D
- For signalized intersections, delay results show the average for the entire intersection. For one-way stop controlled intersections, delay results show the delay for the worst movement.
5. Fowler Ave. and South Ave. Two-Way Stop D
6. Fowler Ave. and Parlier Ave. Two-Way Stop D
7. Fowler Ave. and Manning Ave. Four-Way Stop D
8. Manning Ave. and SR 99 SB Ramps Two-Way Stop D
Four-Way Stop D
3. Fowler Ave. and W. Fresno St. Two-Way Stop D
4. Fowler Ave. and SR 99 SB On-Ramp Two-Way Stop D
2. Sumner Ave / W. Merced St. and SR
99 SB Off-Ramp / Fowler Ave
1. W. Merced St. and SR 99 NB Ramps Two-Way Stop D
Table 3-2
Intersection LOS - Horizon Year
INTERSECTION CONTROL TARGET
LOS
PEAK
HOUR
HORIZON YEAR 2046
HORIZON YEAR 2046 +
PROJECT
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3.4 Queuing Analysis
Table 3-3 provides a queue length summary for left and right turn lanes at the study intersections for all scenarios. Queuing analysis was performed at study intersections utilizing the Synchro software program. Synchro provides the 95th percentile queue for signalized intersections and shows the length of the queue in feet. Queue length for stop-controlled intersections was calculated by multiplying the Synchro output vehicle for each intersection leg by 25-feet to determine the total queue length.
Queueing is noted as a concern at the Merced Street/Fowler Avenue/Sumner Avenue/SR 99 Southbound Off Ramp intersection as queue for the left turn from westbound Merced Street to southbound Fowler Avenue is expected to exceed the available storage length for the following scenarios:
Existing Plus Approved Projects Plus Project (PM peak hour only) Opening Year Plus Project (PM peak hour only)
Horizon Year (2046) Without Project (AM and PM peak hours) Horizon Year (2046) Plus Project (AM and PM peak hours) 125
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4.0 Mitigation
4.1 Roadway Improvements
As discussed in Section 3.0 (Traffic Impacts), roadway improvements may be desirable to support the development of the Project, as well as to accommodate traffic increases related to overall growth in the study area. The Project site, currently outside of the City of Fowler limits but within the City of Fowler’s sphere of influence, proposes the development of 199 single-family residential units.
Considering the criteria provided in Section 1.3 (Policies To Maintain Level of Service) and the results presented in Section 3.0, the following improvements may be implemented to alleviate roadway deficiencies identified in this Transportation Impact Study.
INTERSECTIONS
1 – W. Merced St/SR 99 NB Ramps
Recommended improvements to achieve acceptable levels of service:
Existing Plus Approved Projects Plus Project, Opening Year Plus Project, Horizon Year Without Project, and Horizon Year Plus Project Conditions Alternative 1
o Install a traffic signal when warranted
o Widen the westbound approach to the intersection to include a through lane and a right turn lane (adding one right turn lane)
Alternative 2
o Install a roundabout
2 – Sumner Ave/W. Merced St/SR 99 SB Off-Ramp/Fowler Ave Recommended improvements to achieve acceptable levels of service:
Existing Plus Approved Projects Plus Project, Opening Year Plus Project, Horizon Year Without Project, and Horizon Year Plus Project Conditions Alternative 1
o Install a traffic signal when warranted
o Widen the northbound approach to the intersection to include a left turn lane and a right turn lane with right-turn overlap phasing (adding one right turn lane with rightturn overlap phasing) 127
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Alternative 2
o Install a roundabout
3 – Fowler Avenue and W. Fresno Street
Install a traffic signal when warranted.
The intersection is forecasted to operate at unacceptable levels of service under the Horizon Year scenarios. However, this intersection does not meet the peak hour traffic signal warrant because the minor approach does not carry enough traffic to justify signalization. It should be noted that installation of a traffic signal would alleviate level of service deficiencies at the intersection.
10 – Manning Avenue and SR99 NB Off-Ramp
Recommended improvements to achieve acceptable levels of service:
Existing Plus Approved Projects Plus Project, Opening Year Plus Project, Horizon Year Without Project, and Horizon Year Plus Project Conditions o Install a traffic signal when warranted
The level of service resulting from the potential improvements identified above is shown in Table 4-1 with queuing analysis presented in Table 4-2. Figure 4-1 shows the recommended improvements at the respective intersections considering the Horizon Year Plus Project scenario.
In the case of the W. Merced St/SR 99 NB Ramps and Sumner Ave/W. Merced St/SR 99 SB OffRamp/Fowler Ave intersections, only the traffic signal alternatives identified above have been analyzed. The City of Fowler and Caltrans have conducted separate analyses and are actively pursuing the installation of roundabouts at these intersections.
In addition to the information provided above, it is noted that Table 4-2 indicates that queuing concerns would be expected at the W. Merced St/SR 99 NB Ramps and the Sumner Ave/W.
Merced St/SR 99 SB Off-Ramp/Fowler Ave two study area intersections with the recommended improvements. Queuing exceeding the expected storage lengths would be expected in various scenarios for the Merced Street/SR 99 interchange area for the following movements:
Eastbound Merced Street to Northbound SR 99
Westbound Merced Street to Northbound SR 99
Westbound Merced Street to Southbound Fowler Avenue
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The queuing concerns identified above support the decision of the City and Caltrans to pursue the installation of roundabouts at the SR 99/Merced Street interchange area. Although Caltrans and the City have conceptually proposed roundabouts at the interchange of SR 99 and Merced Street, this study does not assume their implementation in the 2046 horizon year due to pending development approvals.
4.2 Equitable Share Responsibility
It is expected that the Project will contribute to the City of Fowler’s traffic impact fee program to provide for its share of the improvements described above. For informational purposes, this section shows the Project’s equitable share responsibility for the improvements described above.
The formula used to calculate the equitable share responsibility to City of Fowler/Caltrans facilities is as follows:
Equitable Share = (Project Trips)/(Horizon Year Plus Project Traffic – Existing Traffic) Table 4-3 shows the Project’s equitable fair share responsibility on a percentage basis for improvements to City of Fowler/Caltrans facilities as described above. The equitable fair share responsibility shown in Table 4-3 is the result of LOS enhancements related to capacity.
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DELAY LOS DELAY LOS DELAY LOS DELAY LOS
AM 14.1 B 14.3 B 16.9 B 20.3 C
PM 10.8 B 11.0 B 12.2 B 13.4 B
AM 17.1 B 17.4 B 20.4 C 21.6 C
PM 20.6 C 21.0 C 23.0 C 30.6 C
AM N/A N/A N/A N/A 6.7 A 6.8 A
PM N/A N/A N/A N/A 7.0 A 7.1 A
AM 12.9 B 12.9 B 13.5 B 13.5 B
PM 13.4 B 13.4 B 14.6 B 14.6 B
- DELAY is measured in seconds
- LOS = Level of Service / BOLD denotes LOS standard has been exceeded - For signalized intersections, delay results show the average for the entire intersection. For one-way stop controlled intersections, delay results show the delay for the worst movement.
10. Manning Ave. and SR 99 NB OffRamp
D
1. W. Merced St. and SR 99 NB Ramps D
2. Sumner Ave / W. Merced St. and SR
99 SB Off-Ramp / Fowler Ave D
3. Fresno St and Fowler Ave D
Table 4-1
Intersection Operations with Roadway Improvements
INTERSECTION TARGET
LOS
PEAK
HOUR
HORIZON YEAR 2046 HORIZON YEAR 2046 +
PROJECT
EXISTING + PROJECT +
APPROVED/PENDING
PROJECTS
OPENING YEAR +
PROJECT +
APPROVED/PENDING
PROJECTS
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AM
Queue
PM
Queue
AM
Queue
PM
Queue
AM
Queue
PM
Queue
AM
Queue
PM
Queue
NW R/L 1200 73 70 76 72 114 105 120 109
NEL 90 229 175 234 182 273 195 385 259
SWR 100 51 56 54 59 113 135 116 138
SE R/L 1500 161 251 166 212 239 306 239 356
NER 600 202 192 208 197 358 323 359 342
NW R/L 1000 183 28 209 32 384 139 536 99
SWL 120 203 302 207 313 304 336 313 395
NEL 200 N/A N/A N/A N/A 89 84 89 84
NWL 75 N/A N/A N/A N/A 25* 25* 25* 25*
N L/R 1100 68 65 70 69 107 126 122 128
- Queue is measured in feet / BOLD denotes exceedance
- * Denotes minimum value queue length based on factor of 25 ft per vehicle FUTURE YEAR 2046
PLUS PROJECT FUTURE YEAR 2046
OPENING YEAR
PLUS PROJECT
EXISTING PLUS
EXISTING QUEUE PROJECT PLUS AP
STORAGE LENGTH (ft) INTERSECTION
3. Fowler Ave and Fresno St
10. Manning Ave and SR 99 NB Off-Ramp
2. Sumner Ave/W. Merced St. and SR99 SB OffRamp/Fowler Ave Table 4-2
Queuing Operations - Mitigated Scenarios
1. W. Merced St. and SR 99 NB Ramps
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Prepared by National Data & Surveying Services
ID: 25-090097-001 Day:
City: Fowler Date:
AM 15 87 171 0 AM
NOON 0 0 0 0 NOON
PM 40 130 188 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 0 0 0
2 136 0 109
0 0 0 0 0 216 0 206
0 0 0 0 TEV 1171 0 1202 0 0 0 0
209 0 161 2 PHF 0.90 0.95
25 0 43 0
0 0 1 0
AM NOON PM PM NOON AM
PM 0 7 0 281 PM
NOON 0 0 0 0 NOON
AM 0 6 0 343 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 318
NORTHBOUND
S Fowler Ave/SR 99/Golden State Hwy SB Off Ramp
Cars (NOON) HT (NOON)
NONE
630 0 723
Cars (AM) 389 HT (AM)
130 0 183
CONTROL
4-Way Stop
0 NONE
05:00 PM - 06:00 PM 0
S Fowler Ave/SR 99/Golden State Hwy SB Off Ramp & N Summer Ave/W Merced St Peak Hour Turning Movement Count
S Fowler Ave/SR 99/Golden State Hwy SB Off Ramp Wednesday SOUTHBOUND 9/10/2025
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 0 7:00 AM - 09:00 AM
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
2 0
0 0
0 0
0 0
0 0
0 2
0 4
1 0
0 0
0 0
0 0
0 6
4 7
6 0
0 134
43 212
160
0 0
0 0 0
0 0
0 103
21 199
203
0 135
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ID: 25-090097-002 Day:
City: Fowler Date:
AM 41 259 0 0 AM
NOON 0 0 0 0 NOON
PM 70 321 0 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
109 0 71 0 TEV 680 0 685 0 0 0 0
0 0 0 1 PHF 0.91 0.94
18 0 12 0
0 1 1 0
AM NOON PM PM NOON AM
PM 0 1 210 0 PM
NOON 0 0 0 0 NOON
AM 0 0 253 0 AM
0 NONE
05:00 PM - 06:00 PM 281
S Fowler Ave & W Fresno St
Peak Hour Turning Movement Count
S Fowler Ave Wednesday
SOUTHBOUND 9/10/2025
4:00 PM - 06:00 PM
07:15 AM - 08:15 AM 362 7:00 AM - 09:00 AM
NONE
0 0 0
Cars (AM) 333 HT (AM)
41 0 71
CONTROL
1-Way Stop(EB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 277
NORTHBOUND
S Fowler Ave
Cars (NOON) HT (NOON)
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
12 0
0 71
0 0
0 0
0 0
0 0
18 0
0 108
136
Section , Item C
Prepared by National Data & Surveying Services
ID: 25-090097-003 Day:
City: Fowler Date:
AM 0 166 110 0 AM
NOON 0 0 0 0 NOON
PM 0 196 134 0 PM
AM NOON PM PM NOON AM
0 1 1 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 TEV 558 0 555 0 0 0 0
0 0 0 0 PHF 0.96 0.93
0 0 0 0
0 0 1 1
AM NOON PM PM NOON AM
PM 0 0 209 16 PM
NOON 0 0 0 0 NOON
AM 0 0 252 30 AM
0 NONE
05:00 PM - 06:00 PM 209
S Fowler Ave & SR 99/Golden State Hwy SB On Ramp
Peak Hour Turning Movement Count
S Fowler Ave Wednesday
SOUTHBOUND 9/10/2025
4:00 PM - 06:00 PM
07:15 AM - 08:15 AM 252 7:00 AM - 09:00 AM
NONE
150 0 140
Cars (AM) 196 HT (AM)
0 0 0
CONTROL
1-Way Stop(NB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 166
NORTHBOUND
S Fowler Ave
Cars (NOON) HT (NOON)
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
137
Section , Item C
Prepared by National Data & Surveying Services
ID: 25-090097-004 Day:
City: Fowler Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0 0 189 0 224
1 316 0 296
0 0 0 0 0 0 0 0
186 0 146 1 TEV 1415 0 1245 0 0 0 0
536 0 484 1 PHF 0.86 0.95
0 0 0 0
0 0 1 0
AM NOON PM PM NOON AM
PM 0 39 1 70 PM
NOON 0 0 0 0 NOON
AM 0 19 6 148 AM
0 NONE
05:00 PM - 06:00 PM 336
SR 99/Golden State Hwy NB Ramps & W Merced St
Peak Hour Turning Movement Count
SR 99/Golden State Hwy NB Ramps Wednesday
SOUTHBOUND 9/10/2025
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 416 7:00 AM - 09:00 AM
NONE
554 0 684
Cars (AM) 0 HT (AM)
315 0 355
CONTROL
1-Way Stop(NB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 0
NORTHBOUND
SR 99/Golden State Hwy NB Ramps
Cars (NOON) HT (NOON)
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
6 5
0 0
4 3
0 0
0 0
0 0
9 12
0 0
19 8
183
311
0 0
480
143
0 0
0 0
0 0
215
284
0 0
517
178
138
Section , Item C
Prepared by National Data & Surveying Services
ID: 25-090097-005 Day:
City: Fowler Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0 0 0 0 0
1 130 0 127
0 0 0 0 0 98 0 92
0 0 0 0 TEV 828 0 1100 0 0 0 0
128 0 154 1 PHF 0.82 0.97
22 0 25 0
0 0 1 1
AM NOON PM PM NOON AM
PM 0 5 0 688 PM
NOON 0 0 0 0 NOON
AM 0 6 0 453 AM
0 NONE
04:45 PM - 05:45 PM 0
SR 99/Golden State Hwy SB Ramps & Manning Ave
Peak Hour Turning Movement Count
SR 99/Golden State Hwy SB Ramps Wednesday
SOUTHBOUND 9/10/2025
4:00 PM - 06:00 PM
07:00 AM - 08:00 AM 0 7:00 AM - 09:00 AM
NONE
842 0 581
Cars (AM) 123 HT (AM)
133 0 135
CONTROL
1-Way Stop(NB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 114
NORTHBOUND
SR 99/Golden State Hwy SB Ramps
Cars (NOON) HT (NOON)
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
0 13
0 22
9 0
0 0
0 0
0 0
0 17
6 28
18 0
0 117
25 76
145
0 0
0 0 0
0 0
0 110
16 64
110
0 139
Section , Item C
Prepared by National Data & Surveying Services
ID: 25-090097-006 Day:
City: Fowler Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0 1 517 0 733
1 228 0 220
0 0 0 0 0 0 0 0
11 0 12 0 TEV 1531 0 1589 0 0 0 0
567 0 832 2 PHF 0.77 0.98
0 0 0 0
0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 0
NORTHBOUND
SR 99/Golden State Hwy NB On Ramp
Cars (NOON) HT (NOON)
NONE
832 0 567
Cars (AM) 0 HT (AM)
220 0 228
CONTROL
No Control
0 NONE
04:45 PM - 05:45 PM 529
SR 99/Golden State Hwy NB On Ramp & Manning Ave
Peak Hour Turning Movement Count
SR 99/Golden State Hwy NB On Ramp Wednesday
SOUTHBOUND 9/10/2025
4:00 PM - 06:00 PM
07:00 AM - 08:00 AM 744 7:00 AM - 09:00 AM
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
35 35
0 0
42 0
0 0
0 0
0 0
57 45
0 0
74 3
482
193
0 0
790
12 0
0 0 0
0 0
676
175
0 0
493
8 140
Section , Item C
Prepared by National Data & Surveying Services
ID: 25-090097-007 Day:
City: Fowler Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0 0 0 0 0
2 720 0 955
0 0 0 0 0 0 0 0
0 0 0 0 TEV 1641 0 1648 0 0 0 0
516 0 795 2 PHF 0.79 0.98
0 0 0 0
0 1 0 1
AM NOON PM PM NOON AM
PM 0 27 0 106 PM
NOON 0 0 0 0 NOON
AM 0 36 0 134 AM
0 NONE
04:15 PM - 05:15 PM 0
SR 99/Golden State Hwy NB Off Ramp & Manning Ave
Peak Hour Turning Movement Count
SR 99/Golden State Hwy NB Off Ramp Wednesday
SOUTHBOUND 9/10/2025
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 0 7:00 AM - 09:00 AM
NONE
901 0 650
Cars (AM) 0 HT (AM)
991 0 747
CONTROL
1-Way Stop(NB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 0
NORTHBOUND
SR 99/Golden State Hwy NB Off Ramp
Cars (NOON) HT (NOON)
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
0 66
0 0
51 0
0 0
0 0
0 0
0 104
0 0
60 0
0 654
0 0
744
0 0
0 0 0
0 0
0 851
0 0
456
0 141
Section , Item C
Prepared by National Data & Surveying Services
ID: 25-090097-008 Day:
City: Fowler Date:
AM 5 146 31 0 AM
NOON 0 0 0 0 NOON
PM 6 149 33 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 28 0 14
1 72 0 78
0 0 0 0 0 29 0 29
4 0 4 0 TEV 608 0 645 0 0 0 0
57 0 103 1 PHF 0.91 0.95
7 0 16 0
0 0 1 0
AM NOON PM PM NOON AM
PM 0 18 157 30 PM
NOON 0 0 0 0 NOON
AM 0 14 183 40 AM
0 NONE
04:30 PM - 05:30 PM 189
S Fowler Ave & Manning Ave
Peak Hour Turning Movement Count
S Fowler Ave Wednesday
SOUTHBOUND 9/10/2025
4:00 PM - 06:00 PM
07:00 AM - 08:00 AM 201 7:00 AM - 09:00 AM
NONE
166 0 128
Cars (AM) 194 HT (AM)
97 0 96
CONTROL
4-Way Stop
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 182
NORTHBOUND
S Fowler Ave
Cars (NOON) HT (NOON)
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
0 10
0 1
8 0
0 0
0 0
0 0
0 13
0 6
15 0
28 62
16 28
95 4
0 0
0 0
0 0
14 65
7 23
42 4
142
Section , Item C
Prepared by National Data & Surveying Services
ID: 25-090097-009 Day:
City: Fowler Date:
AM 1 166 2 0 AM
NOON 0 0 0 0 NOON
PM 1 174 0 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 0 0 2
1 1 0 0
0 0 0 0 0 2 0 0
2 0 1 0 TEV 388 0 388 0 0 0 0
1 0 0 1 PHF 0.89 0.93
7 0 7 0
0 0 1 0
AM NOON PM PM NOON AM
PM 0 6 194 2 PM
NOON 0 0 0 0 NOON
AM 0 2 204 1 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 173
NORTHBOUND
S Fowler Ave
Cars (NOON) HT (NOON)
NONE
2 0 4
Cars (AM) 183 HT (AM)
3 0 8
CONTROL
2-Way Stop(EB/WB)
0 NONE
05:00 PM - 06:00 PM 195
S Fowler Ave & E Parlier Ave
Peak Hour Turning Movement Count
S Fowler Ave Wednesday
SOUTHBOUND 9/10/2025
4:00 PM - 06:00 PM
07:15 AM - 08:15 AM 208 7:00 AM - 09:00 AM
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 1
0 1
7 2
0 1
0 0
0 0
0 0
2 0
6 0
1 1
143
Section , Item C
Prepared by National Data & Surveying Services
ID: 25-090097-010 Day:
City: Fowler Date:
AM 26 137 0 0 AM
NOON 0 0 0 0 NOON
PM 50 142 0 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 0 0 2
1 0 0 0
0 0 0 0 0 1 0 0
78 0 63 0 TEV 484 0 485 0 0 0 0
0 0 1 1 PHF 0.97 0.88
31 0 31 0
0 0 1 0
AM NOON PM PM NOON AM
PM 0 38 159 0 PM
NOON 0 0 0 0 NOON
AM 0 16 194 0 AM
0 NONE
05:00 PM - 06:00 PM 222
S Fowler Ave & E South Ave
Peak Hour Turning Movement Count
S Fowler Ave Wednesday
SOUTHBOUND 9/10/2025
4:00 PM - 06:00 PM
07:15 AM - 08:15 AM 274 7:00 AM - 09:00 AM
NONE
1 0 0
Cars (AM) 174 HT (AM)
42 0 88
CONTROL
2-Way Stop(EB/WB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 168
NORTHBOUND
S Fowler Ave
Cars (NOON) HT (NOON)
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 3
0 0
0 0
0 0
0 0
2 0
0 1
0 0
31 1
1 60
0 0
0 0
0 0
2 0
29 0
0 77
144
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HCM 7th Signalized Intersection Capacity Analysis
3: Fresno St & Fowler Ave 01/21/2026
Horizon WO PM Horizon Year 2046 Plus Project Conditions 2:56 pm 12/07/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 1
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 479 105 1 313 106 18
Future Volume (veh/h) 479 105 1 313 106 18
Number 6 16 5 2 7 14
Initial Q, veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
Adj Flow Rate, veh/h 521 114 1 340 115 20
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 3 3 3 3 3 3
Opposing Right Turn Influence Yes Yes
Cap, veh/h 1073 235 589 1350 154 27
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Prop Arrive On Green 0.73 0.73 0.73 0.73 0.10 0.10
Unsig. Movement Delay
Ln Grp Delay, s/veh 0.0 4.4 4.8 2.9 29.4 0.0
Ln Grp LOS A A A C
Approach Vol, veh/h 635 341 136
Approach Delay, s/veh 4.4 2.9 29.4
Approach LOS A A C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 6.0 12.0 8.0
Phs Duration (G+Y+Rc), s 43.6 10.1 43.6
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green (Gmax), s 39.1 41.9 39.1
Max Allow Headway (MAH), s 5.2 3.8 5.3
Max Q Clear (g_c+l1), s 10.0 6.1 10.0
Green Ext Time (g_e), s 2.2 0.4 4.9
Prob of Phs Call (p_c) 1.00 0.87 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 786 1468 0
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 1856 13 1475
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 0 255 323
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0
349
Section , Item C
HCM 7th Signalized Intersection Capacity Analysis
3: Fresno St & Fowler Ave 01/21/2026
Horizon WO PM Horizon Year 2046 Plus Project Conditions 2:56 pm 12/07/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 2
Lane Assignment L L+T+R
Lanes in Grp 0 1 0 1 0 0 0 0
Grp Vol (v), veh/h 0 1 0 136 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 786 0 1736 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 4.1 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 8.0 0.0 4.1 0.0 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 786 0 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 39.1 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 31.1 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 39.1 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 0.00 0.85 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 589 0 182 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 589 0 1354 0 0 0 0
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 4.8 0.0 23.4 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 6.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 4.8 0.0 29.4 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 1.5 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 1.8 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment T
Lanes in Grp 0 1 0 0 0 0 0 0
Grp Vol (v), veh/h 0 340 0 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1856 0 0 0 0 0 0
Q Serve Time (g_s), s 0.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 1350 0 0 0 0 0 0
V/C Ratio (X) 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1350 0 0 0 0 0 0
Upstream Filter (I) 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 2.4 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 2.9 0.0 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 350
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HCM 7th Signalized Intersection Capacity Analysis
3: Fresno St & Fowler Ave 01/21/2026
Horizon WO PM Horizon Year 2046 Plus Project Conditions 2:56 pm 12/07/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 3
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R
Lanes in Grp 0 0 0 0 0 1 0 0
Grp Vol (v), veh/h 0 0 0 0 0 635 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 1797 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 8.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 8.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.00 0.00 0.15 0.00 0.18 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 0 0 1308 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.49 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 1308 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 3.1 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 1.3 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 4.4 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 7.0
HCM 7th LOS A
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HCM 7th Signalized Intersection Capacity Analysis
3: Fresno St & Fowler Ave 01/21/2026
Horizon W PM Horizon Year 2046 Plus Project Conditions 7:19 pm 02/05/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 1
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 574 105 2 372 106 18
Future Volume (veh/h) 574 105 2 372 106 18
Number 6 16 5 2 7 14
Initial Q, veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
Adj Flow Rate, veh/h 624 114 2 404 115 20
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 3 3 3 3 3 3
Opposing Right Turn Influence Yes Yes
Cap, veh/h 1111 203 519 1350 154 27
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Prop Arrive On Green 0.73 0.73 0.73 0.73 0.10 0.10
Unsig. Movement Delay
Ln Grp Delay, s/veh 0.0 5.1 5.7 3.1 29.4 0.0
Ln Grp LOS A A A C
Approach Vol, veh/h 738 406 136
Approach Delay, s/veh 5.1 3.1 29.4
Approach LOS A A C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 6.0 12.0 8.0
Phs Duration (G+Y+Rc), s 43.6 10.1 43.6
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green (Gmax), s 39.1 41.9 39.1
Max Allow Headway (MAH), s 5.2 3.8 5.3
Max Q Clear (g_c+l1), s 12.2 6.1 12.1
Green Ext Time (g_e), s 2.6 0.4 6.0
Prob of Phs Call (p_c) 1.00 0.87 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 714 1468 0
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 1856 13 1526
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 0 255 279
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0
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HCM 7th Signalized Intersection Capacity Analysis
3: Fresno St & Fowler Ave 01/21/2026
Horizon W PM Horizon Year 2046 Plus Project Conditions 7:19 pm 02/05/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 2
Lane Assignment L L+T+R
Lanes in Grp 0 1 0 1 0 0 0 0
Grp Vol (v), veh/h 0 2 0 136 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 714 0 1736 0 0 0 0
Q Serve Time (g_s), s 0.0 0.1 0.0 4.1 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 10.2 0.0 4.1 0.0 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 714 0 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 39.1 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 29.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 39.1 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 0.00 0.85 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 519 0 182 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 519 0 1354 0 0 0 0
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 5.7 0.0 23.4 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 6.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 5.7 0.0 29.4 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 1.5 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 1.8 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.08 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment T
Lanes in Grp 0 1 0 0 0 0 0 0
Grp Vol (v), veh/h 0 404 0 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1856 0 0 0 0 0 0
Q Serve Time (g_s), s 0.0 4.1 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 4.1 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 1350 0 0 0 0 0 0
V/C Ratio (X) 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1350 0 0 0 0 0 0
Upstream Filter (I) 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 2.5 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 3.1 0.0 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 375
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HCM 7th Signalized Intersection Capacity Analysis
3: Fresno St & Fowler Ave 01/21/2026
Horizon W PM Horizon Year 2046 Plus Project Conditions 7:19 pm 02/05/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 3
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R
Lanes in Grp 0 0 0 0 0 1 0 0
Grp Vol (v), veh/h 0 0 0 0 0 738 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 1805 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 10.1 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 10.1 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.00 0.00 0.15 0.00 0.15 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 0 0 1314 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.56 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 1314 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 3.4 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 1.7 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 5.1 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 1.5 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 2.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 7.1
HCM 7th LOS A
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Queues
1: Merced Avenue & SR 99 NB Ramps 01/21/2026
Existing W Project and AP Projects AM Horizon Year 2046 Plus Project Conditions 11:10 am 01/05/2026 Synchro 12 Report M VRPA Technologies, Inc. Page 1
Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 235 322 614 348 263
v/c Ratio 0.58 0.64 0.49 0.61 0.40
Control Delay (s/veh) 12.8 25.8 5.7 22.3 5.1
Queue Delay 0.0 0.1 0.2 0.0 0.0
Total Delay (s/veh) 12.8 25.8 5.9 22.3 5.1
Queue Length 50th (ft) 8 88 64 93 3
Queue Length 95th (ft) 73 229 173 212 51
Internal Link Dist (ft) 396 221 82
Turn Bay Length (ft) 90 100
Base Capacity (vph) 726 713 1739 1239 1133
Starvation Cap Reductn 0 20 473 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.32 0.46 0.48 0.28 0.23
Intersection Summary
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Queues
2: Merced Avenue & Fowler Avenue/SR 99 SB Off Ramp 01/21/2026 Existing W Project and AP Projects AM Horizon Year 2046 Plus Project Conditions 11:10 am 01/05/2026 Synchro 12 Report M VRPA Technologies, Inc. Page 2
Lane Group SEL SET NWL NWR NET SWL SWT
Lane Group Flow (vph) 192 155 7 517 254 250 118
v/c Ratio 0.57 0.26 0.05 0.75 0.64 0.63 0.13
Control Delay (s/veh) 34.0 21.6 37.3 14.8 33.4 33.1 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1 0.0
Total Delay (s/veh) 34.0 21.6 37.3 14.8 33.4 33.1 9.2
Queue Length 50th (ft) 77 46 3 35 99 97 24
Queue Length 95th (ft) 161 127 18 183 202 203 56
Internal Link Dist (ft) 489 548 221
Turn Bay Length (ft) 1000 1000 120
Base Capacity (vph) 525 918 131 815 589 575 1325
Starvation Cap Reductn 0 0 0 0 0 21 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.37 0.17 0.05 0.63 0.43 0.45 0.09
Intersection Summary
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Queues
10: NB Off Ramp & Manning Ave 01/21/2026
Existing W Project and AP Projects AM Horizon Year 2046 Plus Project Conditions 11:10 am 01/05/2026 Synchro 12 Report M VRPA Technologies, Inc. Page 3
Lane Group EBT WBT NBL
Lane Group Flow (vph) 648 1164 271
v/c Ratio 0.39 0.70 0.36
Control Delay (s/veh) 11.0 15.3 6.0
Queue Delay 0.0 0.0 0.0
Total Delay (s/veh) 11.0 15.3 6.0
Queue Length 50th (ft) 78 172 12
Queue Length 95th (ft) 111 232 68
Internal Link Dist (ft) 137 175 183
Turn Bay Length (ft)
Base Capacity (vph) 3213 3213 757
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.20 0.36 0.36
Intersection Summary
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Queues
1: Merced Avenue & SR 99 NB Ramps 01/21/2026
Existing W Project and AP Projects PM Horizon Year 2046 Plus Project Conditions 11:55 am 01/05/2026 Synchro 12 Report VRPA Technologies, Inc. Page 1
Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 135 241 562 413 216
v/c Ratio 0.43 0.56 0.45 0.65 0.33
Control Delay (s/veh) 16.1 25.8 5.2 21.2 5.8
Queue Delay 0.0 0.0 0.2 0.0 0.0
Total Delay (s/veh) 16.1 25.9 5.4 21.2 5.8
Queue Length 50th (ft) 12 66 59 106 9
Queue Length 95th (ft) 70 175 140 250 56
Internal Link Dist (ft) 396 221 82
Turn Bay Length (ft) 90 100
Base Capacity (vph) 676 724 1740 1259 1124
Starvation Cap Reductn 0 21 489 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.20 0.34 0.45 0.33 0.19
Intersection Summary
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Queues
2: Merced Avenue & Fowler Avenue/SR 99 SB Off Ramp 01/21/2026 Existing W Project and AP Projects PM Horizon Year 2046 Plus Project Conditions 11:55 am 01/05/2026 Synchro 12 Report VRPA Technologies, Inc. Page 2
Lane Group SEL SET NWL NWR NET SWL SWT
Lane Group Flow (vph) 224 316 8 340 222 304 148
v/c Ratio 0.64 0.51 0.06 0.46 0.62 0.71 0.16
Control Delay (s/veh) 37.9 24.4 40.0 3.5 35.2 37.4 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3 0.0
Total Delay (s/veh) 37.9 24.4 40.0 3.5 35.2 37.7 10.8
Queue Length 50th (ft) 94 109 4 2 89 124 32
Queue Length 95th (ft) 207 251 20 28 192 #302 82
Internal Link Dist (ft) 489 548 221
Turn Bay Length (ft) 1000 1000 120
Base Capacity (vph) 499 869 124 830 557 546 1258
Starvation Cap Reductn 0 0 0 0 0 37 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.45 0.36 0.06 0.41 0.40 0.60 0.12
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
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Queues
10: NB Off Ramp & Manning Ave 01/21/2026
Existing W Project and AP Projects PM Horizon Year 2046 Plus Project Conditions 11:55 am 01/05/2026 Synchro 12 Report VRPA Technologies, Inc. Page 3
Lane Group EBT WBT NBL
Lane Group Flow (vph) 958 927 234
v/c Ratio 0.67 0.65 0.30
Control Delay (s/veh) 15.6 15.2 6.2
Queue Delay 0.0 0.0 0.0
Total Delay (s/veh) 15.6 15.2 6.2
Queue Length 50th (ft) 131 125 16
Queue Length 95th (ft) 182 175 65
Internal Link Dist (ft) 137 175 183
Turn Bay Length (ft)
Base Capacity (vph) 3432 3432 779
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.28 0.27 0.30
Intersection Summary
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Queues
1: Merced Avenue & SR 99 NB Ramps 01/21/2026
Opening Year W Project and AP Projects AM Horizon Year 2046 Plus Project Conditions 1:12 pm 01/05/2 Synchro 12 Report VRPA Technologies, Inc. Page 1
Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 240 326 617 354 268
v/c Ratio 0.59 0.65 0.49 0.62 0.41
Control Delay (s/veh) 13.0 26.2 5.7 22.6 5.3
Queue Delay 0.0 0.1 0.2 0.0 0.0
Total Delay (s/veh) 13.0 26.3 6.0 22.6 5.3
Queue Length 50th (ft) 9 90 65 96 4
Queue Length 95th (ft) 76 234 176 218 54
Internal Link Dist (ft) 396 221 82
Turn Bay Length (ft) 90 100
Base Capacity (vph) 723 705 1731 1225 1123
Starvation Cap Reductn 0 19 478 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.33 0.48 0.49 0.29 0.24
Intersection Summary
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Queues
2: Merced Avenue & Fowler Avenue/SR 99 SB Off Ramp 01/21/2026 Opening Year W Project and AP Projects AM Horizon Year 2046 Plus Project Conditions 1:12 pm 01/05/2 Synchro 12 Report VRPA Technologies, Inc. Page 2
Lane Group SEL SET NWL NWR NET SWL SWT
Lane Group Flow (vph) 197 158 8 525 261 255 122
v/c Ratio 0.58 0.27 0.06 0.77 0.65 0.64 0.13
Control Delay (s/veh) 34.6 21.7 37.7 16.3 33.8 33.4 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1 0.0
Total Delay (s/veh) 34.6 21.7 37.7 16.3 33.8 33.5 9.2
Queue Length 50th (ft) 80 48 3 39 103 101 25
Queue Length 95th (ft) 166 129 19 #209 208 207 58
Internal Link Dist (ft) 489 548 221
Turn Bay Length (ft) 1000 1000 120
Base Capacity (vph) 519 907 129 803 583 569 1310
Starvation Cap Reductn 0 0 0 0 0 21 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.38 0.17 0.06 0.65 0.45 0.47 0.09
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
390
Section , Item C
Queues
10: NB Off Ramp & Manning Ave 01/21/2026
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Lane Group EBT WBT NBL
Lane Group Flow (vph) 660 1186 275
v/c Ratio 0.39 0.71 0.37
Control Delay (s/veh) 10.9 15.2 6.1
Queue Delay 0.0 0.0 0.0
Total Delay (s/veh) 10.9 15.2 6.1
Queue Length 50th (ft) 80 178 12
Queue Length 95th (ft) 113 237 70
Internal Link Dist (ft) 137 175 183
Turn Bay Length (ft)
Base Capacity (vph) 3182 3182 752
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.21 0.37 0.37
Intersection Summary
391
Section , Item C
392
Section , Item C
Queues
1: Merced Avenue & SR 99 NB Ramps 01/21/2026
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Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 140 246 574 421 221
v/c Ratio 0.45 0.57 0.46 0.66 0.34
Control Delay (s/veh) 16.5 26.5 5.3 21.4 6.0
Queue Delay 0.0 0.0 0.2 0.0 0.0
Total Delay (s/veh) 16.5 26.5 5.5 21.4 6.0
Queue Length 50th (ft) 13 69 62 109 10
Queue Length 95th (ft) 72 182 146 256 59
Internal Link Dist (ft) 396 221 82
Turn Bay Length (ft) 90 100
Base Capacity (vph) 670 716 1730 1244 1113
Starvation Cap Reductn 0 21 490 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.21 0.35 0.46 0.34 0.20
Intersection Summary
393
Section , Item C
Queues
2: Merced Avenue & Fowler Avenue/SR 99 SB Off Ramp 01/21/2026 Opening Year W Project and AP Projects PM Horizon Year 2046 Plus Project Conditions 1:18 pm 01/05/ Synchro 12 Report 2 VRPA Technologies, Inc. Page 2
Lane Group SEL SET NWL NWR NET SWL SWT
Lane Group Flow (vph) 228 321 9 347 227 310 151
v/c Ratio 0.65 0.52 0.07 0.47 0.63 0.72 0.16
Control Delay (s/veh) 38.6 24.6 40.6 3.9 35.8 38.1 10.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.5 0.0
Total Delay (s/veh) 38.6 24.6 40.6 3.9 35.8 38.5 10.9
Queue Length 50th (ft) 98 114 4 4 92 128 33
Queue Length 95th (ft) 212 256 22 32 197 #313 85
Internal Link Dist (ft) 489 548 221
Turn Bay Length (ft) 1000 1000 120
Base Capacity (vph) 493 859 123 821 550 540 1244
Starvation Cap Reductn 0 0 0 0 0 44 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.46 0.37 0.07 0.42 0.41 0.63 0.12
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
394
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Queues
10: NB Off Ramp & Manning Ave 01/21/2026
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Lane Group EBT WBT NBL
Lane Group Flow (vph) 975 943 238
v/c Ratio 0.67 0.65 0.31
Control Delay (s/veh) 15.7 15.2 6.7
Queue Delay 0.0 0.0 0.0
Total Delay (s/veh) 15.7 15.2 6.7
Queue Length 50th (ft) 134 127 18
Queue Length 95th (ft) 186 178 69
Internal Link Dist (ft) 137 175 183
Turn Bay Length (ft)
Base Capacity (vph) 3424 3424 773
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.28 0.28 0.31
Intersection Summary
395
Section , Item C
396
Section , Item C
Queues
1: Merced Avenue & SR 99 NB Ramps 01/21/2026
Horizon WO AM 6:19 pm 02/05/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 1
Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 280 301 868 479 363
v/c Ratio 0.67 0.68 0.68 0.71 0.49
Control Delay (s/veh) 17.9 33.7 9.3 25.0 8.3
Queue Delay 0.0 0.1 0.8 0.0 0.0
Total Delay (s/veh) 17.9 33.8 10.0 25.0 8.3
Queue Length 50th (ft) 27 108 144 158 30
Queue Length 95th (ft) 114 #273 385 332 113
Internal Link Dist (ft) 396 221 82
Turn Bay Length (ft) 90 100
Base Capacity (vph) 656 614 1615 1068 1011
Starvation Cap Reductn 0 18 414 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.43 0.51 0.72 0.45 0.36
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
397
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Queues
2: Merced Avenue & Fowler Avenue/SR 99 SB Off Ramp 01/21/2026 Horizon WO AM 6:19 pm 02/05/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 2
Lane Group SEL SET NWL NWR NET SWL SWT
Lane Group Flow (vph) 277 166 10 555 378 334 176
v/c Ratio 0.75 0.29 0.10 0.94 0.81 0.78 0.17
Control Delay (s/veh) 44.9 23.5 41.0 42.0 45.5 44.1 9.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 3.7 0.5
Total Delay (s/veh) 44.9 23.5 41.0 42.0 45.5 47.8 10.5
Queue Length 50th (ft) 144 62 6 166 199 174 46
Queue Length 95th (ft) #239 133 22 #384 #358 #304 79
Internal Link Dist (ft) 489 548 221
Turn Bay Length (ft) 1000 1000 120
Base Capacity (vph) 420 733 105 618 473 460 1061
Starvation Cap Reductn 0 0 0 0 0 64 577
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.66 0.23 0.10 0.90 0.80 0.84 0.36
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
398
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Queues
3: Fresno St & Fowler Ave 01/21/2026
Horizon WO AM 6:19 pm 02/05/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 3
Lane Group SET NWT NEL
Lane Group Flow (vph) 487 410 205
v/c Ratio 0.51 0.42 0.47
Control Delay (s/veh) 8.6 7.9 16.0
Queue Delay 0.0 0.0 0.0
Total Delay (s/veh) 8.6 7.9 16.0
Queue Length 50th (ft) 56 47 33
Queue Length 95th (ft) 135 112 89
Internal Link Dist (ft) 362 105 473
Turn Bay Length (ft)
Base Capacity (vph) 1810 1845 802
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.27 0.22 0.26
Intersection Summary
399
Section , Item C
Queues
10: NB Off Ramp & Manning Ave 01/21/2026
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Lane Group EBT WBT NBL
Lane Group Flow (vph) 836 1547 276
v/c Ratio 0.41 0.77 0.43
Control Delay (s/veh) 9.5 15.0 10.7
Queue Delay 0.0 0.0 0.0
Total Delay (s/veh) 9.5 15.0 10.7
Queue Length 50th (ft) 108 274 29
Queue Length 95th (ft) 143 350 107
Internal Link Dist (ft) 137 175 183
Turn Bay Length (ft)
Base Capacity (vph) 2622 2622 635
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.32 0.59 0.43
Intersection Summary
400
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401
Section , Item C
Queues
1: Merced Avenue & SR 99 NB Ramps 01/21/2026
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Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 177 237 784 512 307
v/c Ratio 0.54 0.60 0.62 0.73 0.43
Control Delay (s/veh) 21.9 31.3 7.9 24.3 7.6
Queue Delay 0.0 0.0 0.5 0.0 0.0
Total Delay (s/veh) 21.9 31.3 8.4 24.3 7.6
Queue Length 50th (ft) 30 80 119 157 25
Queue Length 95th (ft) 105 195 282 338 94
Internal Link Dist (ft) 396 221 82
Turn Bay Length (ft) 90 100
Base Capacity (vph) 613 616 1657 1154 1056
Starvation Cap Reductn 0 14 435 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.29 0.39 0.64 0.44 0.29
Intersection Summary
402
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Queues
2: Merced Avenue & Fowler Avenue/SR 99 SB Off Ramp 01/21/2026 Horizon WO PM Horizon Year 2046 Plus Project Conditions 2:56 pm 12/07/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 2
Lane Group SEL SET NWL NWR NET SWL SWT
Lane Group Flow (vph) 305 276 11 455 327 350 221
v/c Ratio 0.78 0.46 0.10 0.73 0.80 0.80 0.23
Control Delay (s/veh) 47.0 24.7 41.5 17.1 46.1 44.7 11.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 4.9 0.7
Total Delay (s/veh) 47.0 24.7 41.5 17.1 46.1 49.6 12.0
Queue Length 50th (ft) 158 108 6 77 164 178 59
Queue Length 95th (ft) #306 211 24 139 #323 #336 111
Internal Link Dist (ft) 489 548 221
Turn Bay Length (ft) 1000 1000 120
Base Capacity (vph) 410 758 105 653 429 473 1030
Starvation Cap Reductn 0 0 0 0 0 72 536
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.74 0.36 0.10 0.70 0.76 0.87 0.45
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
403
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Queues
3: Fresno St & Fowler Ave 01/21/2026
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Lane Group SET NWL NWT NEL
Lane Group Flow (vph) 635 1 340 135
v/c Ratio 0.47 0.00 0.24 0.49
Control Delay (s/veh) 5.8 4.0 4.2 27.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 5.8 4.0 4.2 27.3
Queue Length 50th (ft) 87 0 38 45
Queue Length 95th (ft) 179 2 80 84
Internal Link Dist (ft) 323 176 354
Turn Bay Length (ft) 75
Base Capacity (vph) 1362 527 1393 1160
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.47 0.00 0.24 0.12
Intersection Summary
404
Section , Item C
Queues
10: NB Off Ramp & Manning Ave 01/21/2026
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Lane Group EBT WBT NBL
Lane Group Flow (vph) 1288 1166 215
v/c Ratio 0.74 0.67 0.33
Control Delay (s/veh) 16.7 15.2 14.9
Queue Delay 0.0 0.0 0.0
Total Delay (s/veh) 16.7 15.2 14.9
Queue Length 50th (ft) 225 192 46
Queue Length 95th (ft) 291 250 126
Internal Link Dist (ft) 70 145 135
Turn Bay Length (ft)
Base Capacity (vph) 2696 2696 649
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.48 0.43 0.33
Intersection Summary
405
Section , Item C
406
Section , Item C
Queues
1: Merced Avenue & SR 99 NB Ramps 01/21/2026
Horizon W AM 2:56 pm 12/07/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 1
Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 282 379 885 487 363
v/c Ratio 0.69 0.76 0.68 0.74 0.51
Control Delay (s/veh) 19.9 37.3 9.3 27.7 8.9
Queue Delay 0.0 1.4 1.1 0.0 0.0
Total Delay (s/veh) 19.9 38.7 10.4 27.7 8.9
Queue Length 50th (ft) 34 149 155 184 35
Queue Length 95th (ft) 120 #385 410 341 116
Internal Link Dist (ft) 1373 221 600
Turn Bay Length (ft) 90 100
Base Capacity (vph) 612 561 1582 975 943
Starvation Cap Reductn 0 64 427 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.46 0.76 0.77 0.50 0.38
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
407
Section , Item C
Queues
2: Merced Avenue & Fowler Avenue/SR 99 SB Off Ramp 01/21/2026 Horizon W AM 2:56 pm 12/07/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 2
Lane Group SEL SET NWL NWR NET SWL SWT
Lane Group Flow (vph) 277 196 10 650 380 340 177
v/c Ratio 0.76 0.35 0.10 1.08 0.82 0.77 0.17
Control Delay (s/veh) 45.7 24.9 41.0 80.6 46.6 43.0 9.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 4.8 0.6
Total Delay (s/veh) 45.7 24.9 41.0 80.6 46.6 47.7 10.5
Queue Length 50th (ft) 144 77 6 ~292 200 178 46
Queue Length 95th (ft) #239 158 22 #536 #359 #313 80
Internal Link Dist (ft) 1065 548 221
Turn Bay Length (ft) 1000 1000 120
Base Capacity (vph) 414 723 103 610 466 453 1044
Starvation Cap Reductn 0 0 0 0 0 63 577
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.67 0.27 0.10 1.07 0.82 0.87 0.38
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
408
Section , Item C
Queues
3: Fresno St & Fowler Ave 01/21/2026
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Lane Group SET NWL NWT NEL
Lane Group Flow (vph) 522 1 503 206
v/c Ratio 0.56 0.00 0.54 0.43
Control Delay (s/veh) 10.5 6.0 10.2 14.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 10.5 6.0 10.2 14.5
Queue Length 50th (ft) 69 0 67 32
Queue Length 95th (ft) 177 2 171 89
Internal Link Dist (ft) 376 952 316
Turn Bay Length (ft) 75
Base Capacity (vph) 1744 687 1774 1640
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.30 0.00 0.28 0.13
Intersection Summary
409
Section , Item C
Queues
10: NB Off Ramp & Manning Ave 01/21/2026
Horizon W AM 2:56 pm 12/07/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 4
Lane Group EBT WBT NBL
Lane Group Flow (vph) 836 1547 282
v/c Ratio 0.41 0.77 0.45
Control Delay (s/veh) 9.5 15.0 12.3
Queue Delay 0.0 0.0 0.0
Total Delay (s/veh) 9.5 15.0 12.3
Queue Length 50th (ft) 108 274 38
Queue Length 95th (ft) 143 350 122
Internal Link Dist (ft) 507 649 419
Turn Bay Length (ft)
Base Capacity (vph) 2622 2622 625
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.32 0.59 0.45
Intersection Summary
410
Section , Item C
411
Section , Item C
Queues
1: Merced Avenue & SR 99 NB Ramps 01/21/2026
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Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 180 290 796 530 307
v/c Ratio 0.56 0.68 0.62 0.75 0.43
Control Delay (s/veh) 23.7 34.6 7.8 25.9 8.2
Queue Delay 0.0 0.1 0.7 0.0 0.0
Total Delay (s/veh) 23.7 34.7 8.5 25.9 8.2
Queue Length 50th (ft) 36 109 129 185 30
Queue Length 95th (ft) 109 #259 297 358 99
Internal Link Dist (ft) 911 221 195
Turn Bay Length (ft) 90 100
Base Capacity (vph) 574 571 1609 1070 991
Starvation Cap Reductn 0 13 458 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.31 0.52 0.69 0.50 0.31
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
412
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Queues
2: Merced Avenue & Fowler Avenue/SR 99 SB Off Ramp 01/21/2026 Horizon W PM Horizon Year 2046 Plus Project Conditions 7:19 pm 02/05/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 2
Lane Group SEL SET NWL NWR NET SWL SWT
Lane Group Flow (vph) 305 361 12 455 328 368 221
v/c Ratio 0.89 0.60 0.10 0.70 0.82 0.84 0.23
Control Delay (s/veh) 61.2 26.9 38.8 14.0 46.9 48.3 11.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 4.6 0.7
Total Delay (s/veh) 61.2 26.9 38.8 14.0 46.9 52.9 12.2
Queue Length 50th (ft) 147 141 6 64 145 171 51
Queue Length 95th (ft) #356 270 25 99 #342 #395 124
Internal Link Dist (ft) 1260 548 221
Turn Bay Length (ft) 1000 1000 120
Base Capacity (vph) 343 659 122 653 418 438 987
Starvation Cap Reductn 0 0 0 0 0 33 493
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.89 0.55 0.10 0.70 0.78 0.91 0.45
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
413
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Queues
3: Fresno St & Fowler Ave 01/21/2026
Horizon W PM Horizon Year 2046 Plus Project Conditions 7:19 pm 02/05/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 3
Lane Group SET NWL NWT NEL
Lane Group Flow (vph) 738 2 404 135
v/c Ratio 0.54 0.00 0.29 0.49
Control Delay (s/veh) 6.7 3.5 4.4 27.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 6.7 3.5 4.4 27.3
Queue Length 50th (ft) 111 0 47 45
Queue Length 95th (ft) 232 2 98 84
Internal Link Dist (ft) 373 715 522
Turn Bay Length (ft) 75
Base Capacity (vph) 1366 448 1393 1160
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.54 0.00 0.29 0.12
Intersection Summary
414
Section , Item C
Queues
10: NB Off Ramp & Manning Ave 01/21/2026
Horizon W PM Horizon Year 2046 Plus Project Conditions 7:19 pm 02/05/2025 Mitigation Synchro 12 Report VRPA Technologies, Inc. Page 4
Lane Group EBT WBT NBL
Lane Group Flow (vph) 1288 1166 217
v/c Ratio 0.74 0.67 0.33
Control Delay (s/veh) 16.7 15.2 15.0
Queue Delay 0.0 0.0 0.0
Total Delay (s/veh) 16.7 15.2 15.0
Queue Length 50th (ft) 225 192 46
Queue Length 95th (ft) 291 250 128
Internal Link Dist (ft) 241 260 236
Turn Bay Length (ft)
Base Capacity (vph) 2696 2696 650
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.48 0.43 0.33
Intersection Summary
415
Section , Item C
APPENDIX F
Traffic Safety Analysis
416
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4630 W. Jennifer, Suite 105, Fresno, CA 93722 • Phone (559) 271-1200 • Fax (559) 271-1269 www.vrpatechnologies.com
TRANSPORTATION TECHNOLOGY AND SUSTAINABLE SOLUTIONS
TRANSPORTATION PLANNING • TRAFFIC ENGINEERING • ENVIRONMENTAL ASSESSMENT • SUSTAINABLE COMMUNITIES PLANNING • PUBLIC OUTREACH
MEMORANDUM
TO: Michael Chaney
Ventures 1021, LLC
FROM: Erik Ruehr
VRPA Technologies, Inc.
DATE: February 24, 2026
RE: TTM 6537 Transportation Impact Study
Traffic Safety Review
This traffic safety review is provided as part of a Transportation Impact Study (TIS) conducted for the TTM 6537 project in the City of Fowler. The project proposes to provide 199 single-family residential units on a proposed site located near the intersection of Fowler Avenue and Parlier Avenue. The Transportation Impact Study dated February 24, 2026 includes details regarding trip generation, trip distribution, project trips, roadway capacity analysis, and recommended roadway improvements.
The purpose of this memorandum is to provide a traffic safety analysis for portions of the State highway system where the project would be expected to provide a substantial increase in trips. The remainder of the memorandum includes background information, a description of the methodology used, safety analysis, traffic operations analysis, and recommendations.
BACKGROUND
Based on the project’s TIS, project traffic is expected to contribute traffic to the following locations along the State highway system:
SR 99/Merced Street Interchange
SR 99/Manning Avenue Interchange
This memorandum provides a traffic safety analysis as described in the Caltrans February 2024 Local Development Review (LDR) Safety Review Practitioners Guide.
METHODOLOGY
The methodology for conducting the safety analysis can be summarized as follows:
Roadway accident data for the SR 99 interchanges with Merced Street and Manning Avenue for the past three years was reviewed to determine whether there are any safety issues exist that could be corrected through traffic operational improvements. 417
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Michael Chaney
February 24, 2026
Project traffic based on the TIS was reviewed to determine whether the addition of project traffic would add to the need for safety-related improvements. Roadway capacity and queuing analysis from the TIS was used to analyze the context for future traffic growth and potential roadway improvements that relate to safety conditions.
SAFETY ANALYSIS
A Traffic Accident Surveillance and Accident Summary (TASAS) report and a Collision Data Summary were provided by Caltrans for on ramps and off ramps at the interchanges of SR 99 with Merced Street and Manning Avenue. The information was provided for the most recently available three-year period from January 1, 2022 to December 31, 2024 and the results are shown in Attachment A After reviewing the available information, the following conclusions were noted:
There were no fatal accidents at any of the ramps and therefore, the average collision rates were below statewide averages for fatal accidents.
When considering fatal plus injury collisions, the following locations had collision rates higher than statewide averages:
- SR 99 Southbound Off Ramp to Manning Avenue
- SR 99 Northbound On Ramp from Manning Avenue
- SR 99 Southbound Off Ramp to Merced Street/Fowler Avenue When considering the total of fatal plus injury and property damage only accidents, the following locations had collision rates higher than statewide averages:
- SR 99 Southbound On Ramp from Manning Avenue
- SR 99 Southbound Off Ramp to Merced Street/Fowler Avenue Of the locations identified above, the following locations were screened out of additional analysis because the project would not make any physical modifications and the project results in zero additional trips:
- SR 99 Southbound Off Ramp to Manning Avenue
- SR 99 Northbound On Ramp from Manning Avenue
The following locations were not screened out and additional analysis is required:
- SR 99 Southbound Off Ramp to Merced Street/Fowler Avenue - SR 99 Southbound On Ramp from Manning Avenue
418
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Michael Chaney
February 24, 2026
For the ramps where further analysis is required, a review of the accident history was conducted.
Following is a summary:
SR 99 Southbound Off Ramp to Merced Street/Fowler Avenue: The accidents at this location were 4 rear end accidents with speeding listed as the cause in each of the accidents. This is a relatively low level of accidents and not indicative of a correctable pattern. Signing and pavement markings on the off ramp were reviewed and considered to be adequate.
The project is expected to add 27 trips to this ramp in the AM peak hour and 78 trips to this ramp in the PM peak hour. The queuing analysis indicates that this off ramp will not experience any queues that would affect the SR 99 mainline. It is expected that the project traffic added to this intersection will not cause any changes in operation other than the addition of traffic. The accident risk per vehicle would be expected to remain at a fairly low rate as it is for existing conditions.
Although no increased accident risk has been noted, the City and Caltrans are pursuing the installation of a roundabout at this intersection and this would be expected to improve traffic safety.
SR 99 Southbound On Ramp from Manning Avenue: The accidents at this location included 2 head on, 1 side swipe, and 1 overturn. Signing and pavement markings on the on ramp were reviewed and considered to be adequate.
The project is expected to add 15 trips to this ramp in the AM peak hour and 10 trips to this ramp in the PM peak hour. It is expected that the project traffic added to this intersection will not cause any changes in operation other than the addition of traffic. The accident risk per vehicle would be expected to remain at a fairly low rate as it is for existing conditions.
TRAFFIC OPERATIONS ANALYSIS
A detailed traffic operations analysis is provided in the project’s TIS. A summary is provided below:
All intersections in the study area currently operate at level of service D or better. With the addition of traffic growth from other sources and project traffic, four of the study area intersections are expected to experience level of service E or F conditions in the future: Merced Street/SR 99 Northbound Ramps, Merced Street/Fowler Avenue/Sumner Avenue/SR 99Southbound Ramps, Fowler Avenue/Fresno Street, and Manning Avenue/SR 99 Northbound Ramps.
At the intersections of Manning Avenue/SR 99 Northbound Ramps and Fowler Avenue/Fresno Street, the TIS recommended that traffic signals be installed when warranted. 419
Section , Item C
Michael Chaney
February 24, 2026
At the intersections of Merced Street/SR 99 Northbound Ramps and Merced Street/Fowler Avenue/Sumner Avenue/SR 99 Southbound Ramps, the TIS mentioned two alternatives: traffic signals and roundabouts. Traffic signals were expected to resolve the level of service deficiencies but they were also expected to result in queuing issues which would tend to have a negative effect on safety. The installation of roundabouts would be expected to resolve the level of service deficiencies and also result in safety improvements. The City of Fowler and Caltrans have conducted analyses separate for the TIS for this project and are actively pursuing the installation of roundabouts at these intersections.
RECOMMENDATIONS
The analysis described above leads to the following recommendations. No mitigation is needed to address short-term safety concerns since the number of accidents experienced at study area intersections is relatively low and not indicative of correctable patterns. In addition, there were no safety concerns relating to queuing of traffic onto the freeway mainline at any of the study area intersections through the horizon year. Roundabouts are the preferred improvement the intersections of Merced Street/SR 99 Northbound Ramps and Merced Street/Fowler Avenue/Sumner Avenue/SR 99 Southbound Ramps. It is recommended that the project applicant work with the City and Caltrans to support implementation of these improvements.
Please contact me if you have any questions. I can be reached by email at [email protected] or by phone at 858/361-7151.
420
Section , Item C
Michael Chaney
February 24, 2026
ATTACHMENT A
COLLISION REPORTS
421
Section , Item C
Michael Chaney
January 22, 2026
ATTACHMENT A
COLLISION REPORTS
422
Section , Item C
December 09, 2025
06-Fre-099
PM 008.932 to 011.376
1 Traffic Accident Surveillance and Analysis System (TASAS) Collision Data Summary
The data provided is protected by 23 U.S.C. § 407, and shall not be subject to discovery, nor admitted as evidence in any applicable legal proceeding against the State of California. By the release of this information, pursuant to subpoena or public records request, the State of California, Department of Transportation does not waive any rights it has under 23 U.S.C. § 407.
SR 099 PM 008.932 to PM 011.376
Table 1 summarizes ramp collision rates along State Route 099 (SR 099) between PM 008.932 and PM 011.376 in the County of Fresno. The Table B reports were generated on December 09, 2025, and they depict existing collision rates per million vehicles for the most recent 36-month period from January 1, 2022, to December 31, 2024, from the Traffic Accident Surveillance and Analysis System (TASAS).
Table 1. 3-Year Collision Rates: Ramps
LOCATION
TOTAL
No. of
Collisions
ACTUAL
(per million vehicles)
AVERAGE
(per million vehicles)
Fatal
Collisions
Fatal +
Injury
Collisions
Total (1) Fatal
Collisions
Fatal +
Injury
Collisions
Total (1)
RAMPS AT MANNING AVE
PM 008.932
099/NB OFF TO
MANNING AVE
3 0.000 0.30 0.89 0.003 0.38 1.04
PM 008.979
099/SB ON FROM
MANNING AVE
4 0.000 0.00 1.31 0.002 0.23 0.63
PM 009.197
099/SB OFF TO
MANNING AVE
10 0.000 0.66 1.32 0.006 0.41 1.26
PM 009.348
099/NB ON FROM
MANNING AVE
4 0.000 0.24 0.49 0.002 0.23 0.63
RAMPS AT MERCED ST
PM 010.777
099/SB ON FROM
MERCED/FOWLER
0 0.000 0.00 0.00 0.002 0.09 0.31
PM 010.891
099/NB OFF TO
MERCED ST
0 0.000 0.00 0.00 0.003 0.38 1.04
PM 011.375
099/NB ON FROM
MERCED ST
0 0.000 0.00 0.00 0.002 0.23 0.63
PM 011.376
099/SB OFF TO
MERCED/FOWLER
4 0.000 1.01 1.01 0.003 0.38 1.04
(1) All reported collisions (includes Property Damage Only (PDO) Collisions) 423
Section , Item C
December 09, 2025
06-Fre-099
PM 008.932 to 011.376
2 Note: Collision data may overlap between facility types, i.e. highway segments, intersections, and ramps. For details, refer to the Traffic Safety Investigation Handbook.
PM 008.932 099/NB OFF TO MANNING AVE
Analysis of the TASAS Table B record shows a total of 3 collisions (0-Fatal, 1-Injury, 2-PDO) at PM 008.932 at the ramp of 099/NB off to Manning Avenue for the study periods summarized above. Table 1 reflects that the Actual Fatal, Actual Fatal + Injury and Actual Total collision rates are below the average for similar facilities statewide.
Table 2. Highway Primary Collision Factors and Type of Collision Primary Collision
Factor
Type of Collision
Rear End Hit Object
Speeding 1
Other Violation 1
Other than Driver 1
Total 2 1
Table 2 shown above indicates that the predominant collision type was Rear End (2), and the corresponding collision factors were Speeding (1) and Other Violation (1). Another type of collision that occurred in this segment was Hit Object (1). Another type of pertinent primary collision factor was “Other than Driver”.
TASAS Table B shows that there was 1 Hit Object type of collisions. The Hit Object was “Traffic Sign/Signpost” (1).
PM 008.979 099/SB ON FROM MANNING AVE
Analysis of the TASAS Table B records shows a total of 4 collisions (0-Fatal, 0-Injury, 4-PDO) at PM 008.979 at the ramp of 099/SB on from Manning Avenue for the study periods summarized above. Table 1 reflects that the Actual Fatal and Actual Fatal + Injury collision rates are below the average for similar facilities statewide. It also reflects that the Actual Total collision rate is above the average for similar facilities statewide.
Table 3. Highway Primary Collision Factors and Type of Collision Primary Collision
Factor
Type of Collision
Head On Side Swipe Overturn
Improper Turn 1 1
Other Violation 1 1
Total 2 1 1
Table 3 shown above indicates that the predominant collision type was Head On (2), and the corresponding collision factors were Improper Turn (1) and Other Violation (1). Other types of collisions that occurred in this segment were Side Swipe (1) and Overturn (1).
TASAS Table B shows that there were 0 Hit Object type of collisions. 424
Section , Item C
December 09, 2025
06-Fre-099
PM 008.932 to 011.376
3 PM 009.197 099/SB OFF TO MANNING AVE
Analysis of the TASAS Table B records shows a total of 10 collisions (0-Fatal, 5-Injury, 5-PDO) at PM 009.197 at the ramp of 099/SB off to Manning Avenue for the study periods summarized above. Table 1 reflects that the Actual Fatal Collision rate is below the average for similar facilities statewide. It also reflects that the Actual Fatal + Injury and Actual Total collision rates are above the average for similar facilities statewide.
Table 4. Highway Primary Collision Factors and Type of Collision Primary Collision
Factor
Type of Collision
Side Swipe Rear End Hit Object Overturn Other
Influence of Alcohol 1 1
Improper Turn 1 1
Speeding 1 3
Other Violation 1 1
Total 1 1 3 4 1
Table 4 shown above indicates that the predominant collision type was Overturn (4), and the corresponding collision factors were Influence of Alcohol (1) and Speeding (3). Other types of collisions that occurred on this segment were Side Swipe (1), Rear End (1), Hit Object (3), and Other (1). Other types of pertinent primary collision factors were “Improper Turn” and “Other Violation”.
TASAS Table B shows that there were 3 Hit Object types of collisions. The Hit Objects were “Other Objects off the Road” (1), “Over Embankment” (1), and “Crash Cushion” (1).
PM 009.348 099/NB ON FROM MANNING AVE
Analysis of the TASAS Table B records shows a total of 4 collisions (0-Fatal, 2-Injury, 2-PDO) at PM 009.348 at the ramp of 099/NB on from Manning Avenue for the study periods summarized above. Table 1 reflects that the Actual Fatal and Actual Total Collision rates are below the average for similar facilities statewide. It also reflects that the Actual Fatal + Injury Collision rate is above the average for similar facilities statewide. 425
Section , Item C
December 09, 2025
06-Fre-099
PM 008.932 to 011.376
4 Table 5. Highway Primary Collision Factors and Type of Collision Primary Collision
Factor
Type of Collision
Rear End Hit Object
Influence of Alcohol 1 1
Improper Turn 2
Total 1 3
Table 5 shown above indicates that the predominant collision type was Hit Object (3), and the corresponding collision factors were Influence of Alcohol (1) and Improper Turn (2). Another type of collision that occurred in this segment was Rear End (1).
TASAS Table B shows that there were 3 Hit Object types of collisions. The Hit Objects were “Dike or Curb” (2) and “Over Embankment” (1).
PM 011.376 099/SB OFF TO MERCED/FOWLER
Analysis of the TASAS Table B records shows a total of 4 collisions (0-Fatal, 4-Injury, 0-PDO) at PM 011.376 at the ramp of 099/SB off to Merced/Fowler for the study periods summarized above. Table 1 reflects that the Actual Fatal and Total collision rates are below the average for similar facilities statewide. It also reflects that the Actual Fatal + Injury collision rate is above the average for similar facilities statewide.
Table 6. Highway Primary Collision Factors and Type of Collision Primary Collision
Factor
Type of Collision
Rear End
Speeding 4
Total 4
Table 6 shown above indicates that the predominant collision type was Rear End (4), and the corresponding collision factor was Speeding (4).
TASAS Table B shows that there were 0 Hit Object types of collisions.
End of summary.
KW/CW
426
Section , Item C
4630 W. Jennifer, Suite 105, Fresno, CA 93722 • Phone (559) 271-1200 • Fax (559) 271-1269 www.vrpatechnologies.com
TRANSPORTATION TECHNOLOGY AND SUSTAINABLE SOLUTIONS
TRANSPORTATION PLANNING • TRAFFIC ENGINEERING • ENVIRONMENTAL ASSESSMENT • SUSTAINABLE COMMUNITIES PLANNING • PUBLIC OUTREACH April 15, 2026
Soo Ho Park, City Engineer
City of Fowler
128 South 5th Street
Fowler, CA 93625
Re: TTM 6537 Traffic Analysis – Updated Fair Share Percentages Dear Soo Ho:
VRPA Technologies, Inc. (VRPA) recently completed a Transportation Impact Study (TIS) for the TTM 6537 project in the City of Fowler. The approved TIS is dated February 24, 2026.
The project’s TIS assumed the construction of 199 single-family dwelling units and this has since been changed to 179 single-family dwelling units. This reduces the project’s fair share percentages for various intersections affected by the project as shown in the attached table. Other than changing the fair share percentages, there is no need for any changes in the TIS. Although the traffic effects of the project are somewhat overstated in the traffic analysis, there would be no substantial changes in terms of mitigation measures or other results.
If you have any questions, please feel free to contact me by email at [email protected] or by phone at (858) 361-7151.
Sincerely,
Erik Ruehr, P.E.
Director of Traffic Engineering
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Section , Item C
INTERSECTION PEAK
HOUR
EXISTING PROJECT TRIPS HORIZON YEAR
PLUS PROJECT
FAIR SHARE
PERCENTAGE
AM 1,415 83 2,195 10.6%
PM 1,245 68 1,927 10.0%
AM 1,171 107 1,856 15.6%
PM 1,202 85 1,880 12.6%
AM 680 107 1,123 24.2%
PM 685 139 1,162 29.1%
AM 2,374 5 3,544 0.5%
PM 2,165 15 3,226 1.4%
TTM 6537 Transportation Impact Study
Project Fair Share Cost for Intersection Improvements
10. Manning Ave and SR 99 NB Off-Ramp
2. Merced Ave/Sumner Ave and SR 99 SB Off-Ramp
1. Merced Ave and SR 99 NB Ramps
3. Fresno St and Fowler Ave
Table 4-3 (Revised 4/1/26 for 179 Units)
428
Section , Item C
ORDINANCE NO. 2026-04
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF FOWLER AMENDING
THE OFFICIAL ZONING MAP OF THE CITY OF FOWLER TO REFLECT A CHANGE OF ZONE FOR ASSESSOR’S PARCEL NUMBER 345-100-05 and 345-100-04.
WHEREAS, Michael Chaney of 1021 Ventures LLC (“Applicant”), has proposed Tentative Parcel Map No. 2025-45 and Vesting Tentative Subdivision Map No. 6537, as well as a request to prezone and annex Assessor’s Parcel Number 345-100-05 (“Project Site”) and 345-100- 04 (“Annexation Parcel”) to the City of Fowler (“Project”); and WHEREAS, the Project proposes to subdivide the Project site into 179 single-family residential lots, 2.41 acres of park land, and a 2-acre storm drainage basin, as well as other site improvements; and
WHEREAS, the Project site comprises a 38.35-acre parcel, located at the northwest corner of East Parlier Avenue and South Fowler Avenue, that is designated as Medium Low Density Residential (“MLDR”) by the City of Fowler General Plan, and is zoned AE-20 (Exclusive Agriculture) by the County of Fresno; and
WHEREAS, the Project proposes a density of 4.67 dwelling units per acre, which meets the density range of the MLDR land use designation; and WHEREAS, the Project site would be prezoned to the R-1-6 mapping zone district, with an implementing zone district of R-3 (Medium Density Residential), which is consistent with the site’s MLDR land use designation; and
WHEREAS, to create a logical annexation boundary the Annexation Parcel would be prezoned to the R-1-10 (northern half) and R-1-7 (southern half) mapping zone district, with an implementing zone district of R-1 (Low Density Residential) and R-2 (Medium Low Density Residential), which is consistent with the Annexation Parcel’s Low Density Residential and MLDR split land use designation; and
WHEREAS, City staff has determined that the Project is consistent with the City’s General Plan and General Plan Environmental Impact Report and is absolved of further environmental review under the California Environmental Quality Act (“CEQA”) in accordance with CEQA Guidelines section 15183; and
WHEREAS, the Planning Commission reviewed the Project at a regular meeting on March 5, 2026, and recommended that the City Council find that the Project is consistent with the City’s General Plan and General Plan Environmental Impact Report pursuant to CEQA Guidelines section 15183, prezone the Project site R-1-6 with an R-3 implementing zone district, prezone the Annexation Parcel R-1-10 and R-1-7 with an implementing zone district of R-1 and R-2, initiate the annexation of the Project site and Annexation Parcel to the City of Fowler, approve Tentative Parcel Map No. 2025-45, and approve Vesting Tentative Subdivision Map No. 6537; and 429
Section 10, Item C
WHEREAS, notice of the public hearing was published in the April 10, 2026, edition of The Business Journal, posted at City Hall and the City’s website, and sent to interested parties via email; and
WHEREAS, at a regular meeting on April 21, 2026, the item was placed on the City Council agenda, but was continued to May 5, 2026, at the request of the Applicant; and WHEREAS, at a regular meeting on May 5, 2026, the item was placed on the City Council agenda, but was continued to May 19, 2026, at the request of the Applicant; and WHEREAS, at a regular meeting on May 19, 2026, at 6:00pm, or as soon thereafter as the item could be heard, the City Council conducted a public hearing to consider the Project; and WHEREAS, the City Council has reviewed and considered the staff report, CEQA findings, and all evidence presented at the City Council’s regular meeting on May 19, 2026, including oral and written public testimony on the Project (“Administrative Record”), which is incorporated by this reference herein.
THE CITY COUNCIL OF THE CITY OF FOWLER DOES HEREBY ORDAIN AS FOLLOWS:
SECTION 1
The City Council hereby finds that prezoning Assessor’s Parcel Number 345-100-05 to the R-1-6 (Single Family Residential) mapping zone district with an implementing zone district of R-3 (Medium Density Residential) and prezoning Assessor’s Parcel Number 345-100-04 to the R-1- 10 (Single Family Residential) and R-1-7 (Single Family Residential) mapping zone districts with an implementing zone district of R-1 (Low Density Residential) and R-2 (Medium Low Density Residential), respectively, satisfies each of the required findings for a prezone pursuant to Fowler Zoning Ordinance section 9.110.070:
a. The Zoning Map Amendment is consistent with the intent of the goals and policies of the General Plan.
b. The Zoning Map Amendment prescribes reasonable controls and standards to ensure compatibility with other established uses.
c. The Zoning Map Amendment provides reasonable property development rights while protecting environmentally sensitive land uses and species. d. The Zoning Map Amendment ensures protection of the general health, safety, and welfare of the community.
The bases for these findings are supported by the entire Administrative Record, as well as the evidence and comments presented during the public hearing.
SECTION 2
430
Section 10, Item C
The Official Zoning Map of the City of Fowler is hereby amended to designate Assessor’s Parcel Number 345-100-05 to the R-1-6 zone district, and Assessor’s Parcel Number 345-100-04 to the R-1-10 and R-1-7 zone district as indicated in Exhibit “A” attached hereto and incorporated by reference herein.
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 19th day of May, 2026, and passed and adopted at a regular meeting of the City Council held on the 2nd day of June, 2026, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
___________________________________
Juan Mejia, Mayor
ATTEST:
____________________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:
By:
ROY C. SANTOS, City Attorney
Burke, Willians & Sorensen, LLP
431
Section 10, Item C
Exhibit A
432
Section 10, Item C
RESOLUTION NO. 2831
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER, FINDING THAT PLANNING PROJECT NO. 25-44 IS CONSISTENT WITH THE CITY’S
GENERAL PLAN AND GENERAL PLAN ENVIRONMENTAL IMPACT REPORT
PURSUANT TO CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SECTION 15183, INITIATING ANNEXATION OF ASSESSOR’S PARCEL NUMBER 345-100-05 AND 345-100-04, APPROVING TENTATIVE PARCEL MAP NO. 2025-45, AND APPROVING VESTING TENTATIVE SUBDIVISION MAP NO. 6537.
WHEREAS, Michael Chaney of 1021 Ventures LLC (“Applicant”), has proposed Tentative Parcel Map (“TPM”) No. 2025-45 and Vesting Tentative Subdivision Map (“VTSM”) No. 6537, as well as a request to prezone and annex Assessor’s Parcel Number 345-100-05 (“Project Site”) and 345-100-04 (“Annexation Parcel”) to the City of Fowler (“Project”); and WHEREAS, the Project proposes to subdivide the Project site into 179 single-family residential lots, 2.41 acres of park land, and a 2-acre storm drainage basin, as well as other site improvements; and
WHEREAS, the Project site comprises a 38.35-acre parcel, located at the northwest corner of East Parlier Avenue and South Fowler Avenue, that is designated as Medium Low Density Residential (“MLDR”) by the City of Fowler General Plan, and is zoned AE-20 (Exclusive Agriculture) by the County of Fresno; and
WHEREAS, the Project proposes a density of 4.67 dwelling units per acre, which meets the density range of the MLDR land use designation; and WHEREAS, the proposed TPM would subdivide the Project site into two resulting parcels of 21.62 and 16.73 acres, respectively, and would be recorded prior to the Final Map of the VTSM to aid the phased development of the VTSM; and
WHEREAS, the Planning Commission is the designated approval authority for TPMs, however pursuant to Fowler Zoning Ordinance Section 9.30.080(C), the Community & Economic Development Director has elevated the approval authority for the TPM to the City Council so that each Project component has the same approval authority; and WHEREAS, the Project site would be annexed to the City of Fowler as a part of the Project; and
WHEREAS, to create a logical annexation boundary an additional parcel (Assessor’s Parcel Number 345-100-04) of approximately 37.76 acres in size, zoned AE-20 by the County of Fresno, and located at the southwest corner of East South Avenue and South Fowler Avenue – would be prezoned to the R-1-10 and R-1-7 mapping zone district, with an implementing zone district of R-1 (Low Density Residential) and R-2 (Medium Low Density Residential), which is consistent with the Annexation Parcel’s Low Density Residential and MLDR split land use designation, and annexed to the City of Fowler as a part of the Project; and 433
Section 10, Item C
WHEREAS, in addition to being annexed to the City of Fowler, Assessor’s Parcel Number 345-100-05 and 345-100-04 would annex to the Selma Kingsburg Fowler County Sanitation District and would detach from the Kings River Resource Conservation District, Consolidated Irrigation District, and the Fresno County Fire Protection District as a part of the Project; and WHEREAS, the City of Fowler desires to initiate proceedings pursuant to the CorteseKnox-Hertzberg Local Government Reorganization Act of 2000, Division 3, commencing with Government Code Section 56000 for the proposed annexation; and WHEREAS, the Applicant and property owner of Assessor’s Parcel Number 345-100-05 have applied for annexation of the subject property to the City of Fowler, the reorganization consists of a two parcels (the Project site and Annexation Parcel), and the territory proposed to be changed contains less than 12 registered voters and is considered uninhabited; and WHEREAS, an illustration of the boundaries of the territory is set forth in Exhibit “A” hereto, and a map and written description accurately depicting said territory shall be forwarded to the Local Agency Formation Commission of Fresno County upon application; and WHEREAS, this proposal is consistent with the City of Fowler sphere of influence; and WHEREAS, the City of Fowler does not desire to subject the proposal to additional terms or conditions; and
WHEREAS, the proposed reorganization is intended to facilitate development of the Project site, constituting a logical expansion of the city limits; and WHEREAS, via adoption of Ordinance No. 2026-04 the Project will be prezoned consistent with its underlying General Plan land use designation, described above; and WHEREAS, City staff have determined that the Project is consistent with the City’s General Plan and General Plan Environmental Impact Report as conditioned and is absolved of further environmental review under the California Environmental Quality Act (“CEQA”) in accordance with CEQA Guidelines section 15183; and
WHEREAS, notice of the public hearing was published in the April 10, 2026, edition of The Business Journal, posted at City Hall and the City’s website, and sent to interested parties via email; and
WHEREAS, at a regular meeting on March 5, 2026, at 6:30pm, the Fowler Planning Commission conducted a public hearing to consider the Project and voted to recommend that the City Council prezone the site as described above, approve a TPM for the Project site, approve a VTSM for the Project site, and initiate annexation of the Project site and Annexation Parcel; and WHEREAS, at a regular meeting on April 21, 2026, the item was placed on the City Council agenda, but was continued to May 5, 2026, at the request of the Applicant; and 434
Section 10, Item C
WHEREAS, at a regular meeting on May 5, 2026, the item was placed on the City Council agenda, but was continued to May 19, 2026, at the request of the Applicant; and WHEREAS, at a regular meeting on May 19, 2026, at 6:00pm, or as soon thereafter as the item could be heard, the City Council conducted a public hearing to consider the Project; and WHEREAS, the City Council has reviewed and considered the staff report, CEQA findings, and all evidence presented at the City Council’s regular meeting on May 19, 2026, including oral and written public testimony on the Project (“Administrative Record”), which is incorporated by this reference herein.
NOW THEREFORE, BE IT RESOLVED that the City Council of the City of Fowler, based upon the entire Administrative Record of proceedings, hereby resolves as follows:
1. That the City Council finds that the Project is consistent with the City’s General Plan and General Plan Environmental Impact Report, as conditioned, in accordance with CEQA Guidelines Section 15183.
2. This Resolution of Application is hereby adopted and approved by the City Council of the City of Fowler, and the Local Agency Formation Commission of Fresno County is hereby requested to initiate proceedings for the change of organization/reorganization of territory as described in Exhibit “A”, attached hereto, in the manner provided by the Cortese-Knox-Hertzberg Local Government Reorganization Act of 2000.
3. That the City Council initiates annexation of Assessor’s Parcel Number 345-100- 05 and 345-100-04, directing the Community & Economic Development Director (or designee) to prepare and transmit the Annexation Proposal for Planning Project No. 25-44 to the Local Agency Formation Commission of Fresno County.
4. That the City Council requires the Applicant to prepare all necessary exhibits and pay for all fees related to the annexation of the Project site and Annexation Parcel.
5. That the City Council makes the following findings pursuant to Government Code Section 66474 for TPM No. 2025-45:
a. The proposed map is consistent with applicable general and specific plans as specified in Section 65451.
b. The design or improvement of the proposed subdivision is consistent with applicable general and specific plans.
c. The site is physically suitable for the type of development. d. The site is physically suitable for the proposed density of development. 435
Section 10, Item C
e. The design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure a fish or wildlife habitat.
f. The design of the subdivision or type of improvements is not likely to cause serious public health problems.
g. The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision.
6. That the City Council makes the following findings pursuant to Government Code Section 66474 for VTSM No. 6537:
a. The proposed map is consistent with applicable general and specific plans as specified in Section 65451.
b. The design or improvement of the proposed subdivision is consistent with applicable general and specific plans.
c. The site is physically suitable for the type of development. d. The site is physically suitable for the proposed density of development. e. The design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure a fish or wildlife habitat.
f. The design of the subdivision or type of improvements is not likely to cause serious public health problems.
g. The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision.
7. The City Council could not make the findings necessary for approval of the Project without the conditions of approval set forth in Exhibit “B” to this Resolution.
8. The bases for these findings are detailed in the May 19, 2026, staff report, the entire Administrative Record, as well as the evidence and comments presented during the public hearing which are hereby incorporated by reference. 436
Section 10, Item C
PASSED, APPROVED AND ADOPTED this 19th day of May 2026, at a regular Meeting of the City Council of the City of Fowler by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:
By:
ROY C. SANTOS, City Attorney
Burke, Willians & Sorensen, LLP
437
Section 10, Item C
EXHIBIT “A”
438
Section 10, Item C
EXHIBIT “B”
CONDITIONS OF APPROVAL
PLANNING PROJECT NO. 25-44
General Conditions
1. All conditions of approval shall be the sole financial responsibility of the Applicant, except where specified in the conditions of approval listed herein or mandated by statutes.
2. The Applicant shall submit to the City of Fowler Community & Economic Development Department a check in the amount necessary to file a Notice of Exemption at the Fresno County Clerk. This amount shall equal the Fresno County filing fee in effect at the time of filing. Such check shall be made payable to the Fresno County Clerk and submitted no later than three (3) days following action on Planning Project No. 25-44.
3. Approval of Tentative Parcel Map No. 2025-45 shall be valid for a period not to exceed 24 months from the date of approval. Prior to expiration of the approved tentative map an extension or extensions to this period may be requested pursuant to Section 66453.3 of the Subdivision Map Act.
4. Approval of Vesting Tentative Subdivision Map No. 6537 shall be valid for a period not to exceed 24 months from the date of approval. Prior to expiration of the approved tentative map an extension or extensions to this period may be requested pursuant to Section 66453.3 of the Subdivision Map Act.
5. Approval of Planning Project No. 25-44 shall be considered null and void in the event of failure by the Applicant and/or the authorized representative, engineer, or surveyor to disclose and delineate all facts and information relating to the subject property, the proposed use, and the submitted plans.
6. Development of the site shall be in substantial conformance with the plans approved by the Approval Authority and the subject conditions contained herein. Minor modifications to the approved plans necessary to meet regulatory, engineering, or similar constraints may be made at the discretion of the City Planner and City Engineer without amendment to Tentative Parcel Map No. 2025-45 and Vesting Tentative Subdivision Map No. 6537.
7. Any proposed signs are subject to review and approval by the City Planner by means of a separate Sign Review process.
8. It shall be the responsibility of the Applicant to ensure that any required permits, inspections, and approvals from any regulatory agency be obtained from the applicable agency prior to issuance of a building permit and/or the issuance of a certificate of completion, as determined appropriate by the City of Fowler Community & Economic Development Department.
9. All conditions shall be satisfied prior to occupancy approval for any portion of the Project.
Failure to comply with all conditions of approval shall be grounds for the imposition of penalties, suspension of the permit, modification of the permit, or revocation of the permit. 439
Section 10, Item C
10. The Applicant shall keep the exterior premises free of trash and debris. Graffiti shall be removed or covered within 48 hours of its discovery by the Applicant, manager, or any employee.
11. Approval of Vesting Tentative Subdivision Map No. 6537 is not an authorization to commence construction. On- and off-site improvements, building construction, sign erection or occupancy shall not be permitted without prior approval of the City through issuance of any required grading or building permits.
12. A copy of these conditions must be kept on the premises of any sales office located within the boundary of the Project site and be shown to any requesting City official. Failure to comply with all conditions of approval shall be grounds for the imposition of penalties, modification of the permit, or revocation of the permit.
13. No use shall be permitted, and no process, equipment or materials shall be used that are found by the City to be objectionable to persons living or working in the vicinity by reasons of odor, fumes, dust, smoke, cinders, dirt, refuse, water-carried waste, noise, vibration, illumination, glare, or unsightliness or to involve any hazard of fire or explosion.
14. The Project shall conform to the R-3 (Medium Density Residential) zone district development standards. Any deviation from these standards shall result in the requirement for a variance or minor deviation.
15. All contractors or sub-contractors working in the City must obtain a business license from the Finance Department at Fowler City Hall. The Applicant shall report applicable sales tax revenue to the State.
16. The Applicant shall pay all fees as required by existing ordinances and schedules. The fees to be paid shall be those in effect at the time of payment.
17. New mechanical and electrical equipment shall be screened from view.
18. Construction shall occur only between the hours of 7:00 am and 8:00 pm in accordance with Fowler Municipal Code section 5-21.601, subdivision (d).
19. The Applicant shall at all times hold all required permits and approvals from local, State, and federal agencies.
20. All water wells and septic systems existing on the property shall be abandoned to County, City, and State standards.
21. As many energy-conserving features as possible shall be included in the Project. Examples include, but are not limited to, increased wall and ceiling insulation, EPA-certified fireplace inserts and/or wood stoves or natural gas fireplaces, electrical and natural gas outlets installed around the exterior of the units to encourage use of electric yard maintenance equipment and gas-fired barbeques, and each home wired for computers/internet and electronic meter reading.
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22. To reduce construction noise, construction contracts shall require that all equipment be maintained according to the manufacturers’ specifications, and that noise-generating equipment be equipped with mufflers.
23. The developer shall provide concrete pads and walkways within the side yards adjacent to garages for the placement of trash/recycling containers behind the rear yard fences/gates.
All trash/recycling containers shall be placed out of public view except on the days of collection. The developer shall disclose this requirement to the future homeowners within the subdivision.
24. A 6-foot-high decorative block wall shall be constructed between residential lots and the street frontages of West Parlier Avenue and South Fowler Avenue. Block walls shall be treated with an approved anti-graffiti coating, as approved by the City Engineer.
25. The Applicant is required to prepare and provide all necessary exhibits and pay for all fees related to annexation of the Project site and Annexation Parcel.
Lighting
26. All lighting shall be hooded and directed to not shine towards adjacent properties, public streets, and homes developed as a part of Vesting Tentative Subdivision Map No. 6537.
Lighting shall be approved by the City Engineer.
Landscaping Standards
27. Landscaping shall be provided in accordance with Fowler Zoning Ordinance Chapter
9.165.
28. A landscape and irrigation plan shall be submitted for review and approval by the City Engineer for the areas along the public right of way.
29. Trees shall be provided every thirty (30) linear feet along the perimeter street frontages where a block wall is required and located a minimum of three (3) feet from the back of sidewalk. Such trees shall be planted at the midpoint between street trees spaced within the public right-of-way to provide alternating trees on either side of the sidewalk.
Aesthetics
30. Vesting Tentative Subdivision Map No. 6537 shall comply with the Single-Family Residential Subdivision Design Standards contained in Section 9.120.060 of the Fowler Zoning Ordinance.
Fire Department
31. All dwellings shall be equipped with fire sprinklers.
32. Fire Flow shall not be less than 500 GPM at 20 PSI.
Engineering Conditions
General:
33. All proposals of the Applicant shall be conditions of approval, except as further modified below, and subject to modifications to conform to applicable City Standards. 441
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34. Crosswalks shall be provided to ensure pedestrian safety in areas determined by the City Engineer, Public Works Director and Community & Economic Development Director and these crosswalks shall be decorative such thermoplastic pavement striping and/or stamped and colored concrete.
35. The developer shall annex to the City Lighting and Landscape Maintenance District, as deemed appropriate by the City Engineer.
Circulation:
36. The Applicant shall pay the Regional Traffic Mitigation Fee to the Fresno Council of Governments.
37. The Project shall pay its equitable fair share costs for the future construction of two roundabouts, which will be designed and constructed to the satisfaction of Caltrans and the City Engineer, at the intersections of Merced Street and State Route 99 southbound offramp and Merced Street and State Route 99 northbound on- and off-ramps. The equitable fair share cost for improvements at each of these two intersections will be 15.6% (southbound) and 10.6% (northbound).
38. The Project shall pay its equitable fair share costs for traffic mitigation for the Project’s impacts to the intersection of Fresno Street and Fowler Avenue. The Project’s equitable fair share of costs for improvements at the intersection is 29.1%.
39. The Project shall pay its equitable fair share costs for traffic mitigation for the Project’s impacts to the intersection of Manning Avenue and State Route 99 northbound off-ramp.
The Project’s equitable fair share of costs for improvements at the intersection is 1.4%.
40. Street pavement section shall be a minimum structural section as indicated in City Standard drawings and verified by a Project soils report.
41. Traffic and street signs shall be installed by the Applicant in accordance with City requirements.
42. The Applicant shall construct the western half of South Fowler Avenue along the Project’s South Fowler Avenue frontage.
43. The Applicant shall construct the northern half of West Parlier Avenue along the Project’s West Parlier Avenue frontage.
44. The Project shall not result in excessive queuing lengths to occur at the State Route 99 ramps along Merced Street, nor shall it result in the excessive queuing lengths for the Merced Street turn pockets underneath State Route 99. If queue lengths are determined to be excessive, as confirmed by Caltrans, the Applicant shall consult with Caltrans on adequate mitigation measures to be implemented to address the excessive queue lengths and shall implement those mitigations measures.
It is anticipated that the Traffic Study attached to the Project’s March 5th, 2026, Planning Commission staff report is the final version of the Traffic Study, however should Caltrans require mitigation measures to address queuing concerns as described above, the Traffic Study shall be updated to reflect these Mitigation Measures.
Grading and Drainage:
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45. A Grading and Site Improvement Plan for the proposed on-site improvements shall be submitted for review and approval by the City Engineer. The Applicant shall obtain a Grading and Site Improvement Permit once plans are approved. Improvement plans shall indicate drainage calculations for the subdivision demonstrating that the proposed on-site storm drainage basin is adequate in size to accommodate runoff generated by the Project.
The proposed storm drainage basin must be sized to retain drainage associated with Vesting Tentative Subdivision Map No. 6537 during a 100-year storm event.
46. The proposed storm drainage basin shall include perimeter fencing with privacy slats (tan color).
47. The Applicant’s engineer shall submit a storm drain plan and hydraulic calculations showing location of inlets, manholes, and pipelines (including sizing) to City Engineer for review and approval prior to preparation of improvement plans.
48. The Applicant shall obtain an NPDES permit from the Regional Water Quality Control Board. The plan shall provide for the mitigation of soil erosion from the project site during the construction and warranty periods and be submitted to the City prior to the start of construction. Applicant shall supply City with the approved SWPPP and WDID number.
Water/Sewer:
49. A looped water system shall be developed within the subdivision and be tested and accepted by the City of Fowler Public Works Department. Each lot shall be equipped a water meter/box meeting City standards.
50. The Project shall extend the existing water main at the intersection of West South Avenue and South Fowler Avenue to serve the Project. The extended water main shall be a 12-inch water main along the full extent of its South Fowler Avenue and West Parlier Avenue street frontages. Any costs for this extension in excess of the Project’s contribution would be reimbursed to the Applicant through a fair share reimbursement agreement entered into with the City
51. All interior water mains shall be an 8-inch water main and loop within each phase of development. The completed interior water system shall be connected to the 12-inch water mains in the South Fowler Avenue and West Parlier Avenue at each entrance street.
52. Well No. 9 must be online prior to the Final Map being presented to City Council for approval, and staff shall present the water pressure readings for Well No. 9 once available and confirm the readings show that Well No. 9 sufficiently meets the water supply and water pressure requirements, including the maximum daily demand and fire flows, at the time the Final Map is presented to the City Council for approval.
53. Fire hydrants shall be installed at 300-foot intervals at the locations specified by the Fire Chief and City Engineer. Hydrant spacing shall not exceed 500 feet of hose laydown.
54. Two water sample stations shall be installed within the subdivision at the locations specified by the Public Works Director.
55. The Applicant is required to comply with all conditions of the Selma Kingsburg Fowler County Sanitation District (“SKF”). This includes:
A. The Project site must be annexed to the City and SKF. 443
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B. Completion and submittal of a subdivision connection application to SKF.
C. Schedule a pre-design meeting with SKF for sanitary sewer improvement requirements.
D. Submit a full set of subdivision plans to SKF for Vesting Tentative Subdivision Map No. 6537 for plan check.
E. The Applicant must pay for the annexation, sewer connection and plan check/inspection fees prior to the issuance of a building permit.
56. The Applicant shall extend the existing 15-inch gravity main located at the intersection of West South Avenue and South Fowler Avenue to the intersection of West Parlier Avenue and South Fowler Avenue. The Applicant shall also construct a new 10-inch sewer main along the Project’s West Parlier Avenue frontage to the intersection of West Parlier Avenue and South Fowler Avenue. Any costs for the extension and construction of these sewer mains in excess of the Project’s contribution would be reimbursed to the Applicant through a fair share reimbursement agreement entered into with the City. The sewer main extension within South Fowler Avenue shall meet the minimum clearance requirement required by Consolidated Irrigation District for the sewer main to avoid conflict with the Kirby Canal.
57. The Applicant shall upsize approximately 77 feet of sewer main running from the intersection of West South Avenue and South Fowler Avenue westward. The cost for this upsizing will be completely reimbursed to the Developer as a part of a reimbursement agreement entered into with the City of Fowler.
58. The SKF Collection System Master Plan notes a planned pump station at the northeast corner of the Project site. The City, Developer, and SKF have coordinated on the need for this pump station – if the Project’s Final Map shows grades that are adequate to meet SKF’s minimum requirements, a pump station will not be required to be constructed to serve this Project. Should the grades on the Final Map not be adequate to meet SKF’s minimum requirements, a pump station will be required to be constructed to serve the Project. If the pump station is required to be constructed, any costs for the construction of this pump station in excess of the Project’s contribution would be reimbursed through a fair share reimbursement agreement entered into with the City of Fowler.
59. The City will be upgrading the South Avenue Lift Station as a CIP project. Should the ultimate buildout of the upgraded lift station not be able to be funded completely by City funds, the remainder of the buildout of the lift station will be funded by developer fair share contributions. If when the Final Map for the Project is approved the upgraded lift station no longer has remaining capacity to serve the Project, then the Applicant shall be responsible for paying the Project’s fair share contribution of the remaining expansion of the lift station to its ultimate buildout.
60. Vesting Tentative Map No. 6537 shall meet all standards and requirements of SKF.
Utilities:
61. All existing overhead utilities along the frontage of the subdivision shall be undergrounded, as confirmed by the City Engineer.
62. All new electric, cable TV, telephone, internet, etc. services provided to the development shall be underground.
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63. The Applicant shall provide a street light plan for review and approval by the City Engineer prior to approval of the improvement plans and prior to the start of construction.
Streetlights shall be provided by the Developer and maintained by the City pursuant to PG&E rate schedule LS2C.
64. The Applicant shall work with PG&E for the preparation of a utility plan, subject to the review and approval by the City Engineer prior to approval of the improvement plans and prior to the start of construction. All work shall be completed such that no street surface need be reopened for service.
65. The existing Consolidated Irrigation District canal running through the subject property shall be relocated along the northern and western boundaries of the Project site and shall be undergrounded. A 30-foot easement shall be dedicated to Consolidated Irrigation District for maintenance purposes along the new canal alignment. No structures may be located on top of this easement. The Applicant shall be responsible for coordinating directly with Consolidated Irrigation District on the design and proposed improvements related to the canal.
Final Map:
66. The design and improvement of the subdivision shall conform to Titles 1 through 15 of the City of Fowler Subdivision Ordinance and to the City of Fowler Standard Specifications (“Standard Specifications”) unless otherwise specified in these conditions.
67. The Applicant shall enter into a subdivision agreement with the City if the Final Map is approved prior to completion and acceptance of the public improvements.
68. A right-to-farm covenant shall be recorded prior to recordation of the Final Map.
69. Lots backing onto West Parlier Avenue and South Fowler Avenue shall have no access to said streets.
70. The Project’s storm drainage basin shall be developed as a part of Phase 1 in a manner that accommodates any storm drainage generated from the development of Phase 1. The storm drainage basin need only be constructed to serve homes from Phase 1, during Phase 1. The remainder of the basin serving homes during subsequent phases may be developed in a manner that serves each subsequent phase. This does not preclude the Applicant from constructing the entirety of the storm drainage basin during Phase 1.
71. The Project’s proposed park land shall be developed proportionate to the acreage developed in each phase, regardless of which phase of development the park land is located in, as confirmed by the City Engineer.
72. Street names shall be verified by City staff prior to finalizing the final map. Street names shall be consistent with streets along similar alignments throughout the City. Street naming shall comply with Section 7-5.04 of the Fowler Municipal Code.
73. All development fees in effect at the time of permitting shall be applied to the development of this subdivision, including plan check, map, development, school and park fees, and all connection fees for sewer and water.
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San Joaquin Valley Air Pollution Control District
74. The Applicant shall consult with and shall comply with the requirements of the San Joaquin Valley Air Pollution Control District, including but not limited to compliance with Regulation VIII (Fugitive PM10 Prohibitions) and Rule 9510 (Indirect Source Review).
Other
75. Approval of this Project is for the benefit of the Applicant. The submittal of applications by Applicant for this Project was a voluntary act on the part of the Applicant not required by the City. Therefore, as a condition of approval of this Project, the Applicant agrees to defend, indemnify and hold harmless the City of Fowler and its agents, officers, consultants, independent contractors and employees (“City”) from any and all claims, actions or proceedings against the City to attack, set aside, void, or annul an approval by the City concerning the Project, including any challenges to associated environmental review, and for any and all costs, attorneys fees, and damages arising therefrom (collectively “Claim”).
The City shall promptly notify the Applicant of any Claim and the City shall cooperate fully in the defense. If the City fails to promptly notify the Applicant of any Claim or if the City fails to cooperate fully in the defense, the Applicant shall not thereafter be responsible to defend, indemnify, or hold harmless the City.
Nothing in this condition shall obligate the City to defend any Claim and the City shall not be required to pay or perform any settlement arising from any such Claim not defended by the City, unless the City approves the settlement in writing. Nor shall the City be prohibited from independently defending any Claim, and if the City does decide to independently defend a Claim, the Applicant shall be responsible for City’s attorneys’ fees, expenses of litigation and costs for that independent defense, including the costs of preparing any required administrative record. Should the City decide to independently defend any Claim, the Applicant shall not be required to pay or perform any settlement arising from any such Claim unless the Applicant approves the settlement.
Signature of Applicant: ________________________________ Dated: ________________
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CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: May 19, 2026
FROM: MATT FLOOD, Community & Economic Development Director SUBJECT: CONSIDER: Adopting Ordinance No. 2026-05 Modifying the Regulations related to Tobacco Retailers, Council waive the First Reading of the Ordinance by title only and Conduct a Public Hearing for Ordinance No. 2026-05. Staff Recommends: Council Waive the first reading by title only of Ordinance No. 2026-05 Repealing and Replacing Chapter 20 of Title 5 relating to the regulation of Tobacco Retailers; Open the Public Hearing; Close the Public Hearing; and Adopt Ordinance No. 2026-05 as modified.
EXECUTIVE SUMMARY
Together with the Fresno County Department of Health, staff has requested the proposed updates to the Chapter of the Fowler Municipal Code dealing with regulations related to Tobacco Retailers.
BACKGROUND
Staff was contacted by the division of County Health that promotes anti-tobacco policies and requested that they work with staff on updates to various aspects of the City of Fowler’s policies related to tobacco.
One part of this is to update the chapter of the Fowler Municipal Code (FMC) that lays out the rules and regulations for Tobacco Retailers within the City Limits.
These regulations will still be in the same place within the FMC (Title 5, Chapter 20), retain almost all of the rules that have been there, and add elements that help update and clarify the law.
Some of the significant changes are:
• Modernized definitions, prohibitions, and restrictions, including new and detailed definitions for electronic smoking devices, flavored tobacco or others related to youthtargeted marketing schemes, as well as prohibiting use of vending machines, “loosie” sales, and other harmful practices;
• Establishes strict locational restrictions, including minimum distance requirements of 1,000 feet from youth-oriented facilities or other tobacco retailers; 447
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• Explicitly prohibits tobacco retailing in pharmacies and at locations licensed for cannabis retail activity (some references to cannabis are put at the suggestion of the County to “future-proof” the ordinance language;
• Contains comprehensive pricing and packaging regulations, minimum package sizes, prohibitions on discounts and coupons, and requirements for child-resistant packaging; • Prohibitions on free samples, promotional pricing, and multi-pack discounts; • Expands penalty structures by maintaining escalating fines and license consequences but tying them more explicitly to both unlicensed activity and general violations, and by formalizing ineligibility periods for license reissuance; • Strengthens the application and licensing process, making it more thorough than the current ordinance;
• Enhances procedural clarity for notices, hearings, and appeals, including defined timelines and processes, representing a more formalized administrative enforcement structure than the current ordinance.
Enforcement will be coordinated between Code Enforcement, Fowler Police Department, and the applicable County, State, and Federal authorities.
At the April Council Meeting staff was directed to revise parts of the Ordinance, including modification or removal of the limit on the number of Tobacco Retailers per amount of residents, and analyzing the feasibility of provisions that may not be enforceable due to staff limitations or other overriding factors.
After further consultation with partners, staff opted to remove the retailer limitation as it is often not included in many ordinances. Staff also removed provisions that made online and other legitimate purchase methods (which are nearly impossible to enforce), specific provisions that dictated pricing (not recommended due to market fluctuations), and inspection mandates (for difficulty in coordinating due to small staff size).
PUBLIC NOTICE
A notice of Public Hearing was published in the Business Journal on May 8, 2026, notifying the public that this ordinance was being considered by Council.
ENVIRONMENTAL REVIEW
“This action does not constitute a “project” pursuant to the California Environmental Quality Act.”, qualifying for the “common sense” exemption as a policy change.
GENERAL PLAN CONSISTENCY
This action is consistent with the following general plan goals or policies:
General Plan Goal CH-2
Impacts from pollution are minimized through thoughtful and deliberate land use planning.
FISCAL IMPACT
No significant fiscal impacts are foreseen at this time. 448
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PROCUREMENT PROCESS
As no product or service is being procured, the Procurement Process does not apply.
CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
Attachments
- Ordinance No. 2026-05
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