Ripon City Council Minutes
TUESDAY, JANUARY 13, 2026 – 6:00 PM
REGULAR MEETING
CLOSED SESSION AT 5:30 PM
CLOSED SESSION: The closed session meeting was called to order at 5:30 PM.
PUBLIC DISCUSSION ON CLOSED SESSION MATTERS: No one from the public wished to speak at this time.
ROLL CALL: Council Members Daniel de Graaf, Leo Zuber, Michael Restuccia, Vice Mayor Dean Uecker, Mayor Gary Barton.
OTHERS PRESENT: City Administrator Kevin Werner, City Attorney Tom Terpstra Jr., City Clerk Lisa Roos.
IN THE MATTER OF:
1. CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION pursuant to Section 54956.9(d)(1) of the California Government Code. a. Liberty Self Storage, L.P. v. City of Ripon; Ripon Consolidated Fire District Case #: STK CV-UWM-2025-0007527
b. City of Ripon v. David Hegarty Case #: STK-CV-UED-2025-7194 c. California Sportfishing Protection Alliance v. Eastern San Joaquin Groundwater Authority Case #: CV-20-001720
2. CONFERENCE WITH LABOR NEGOTIATORS
Labor negotiations pursuant to Section 54957.6 of the California Government Code. a. Police Officers Association
b. Ripon Sergeants Association
c. Public Works Employees
d. Unrepresented Employees
Return to open session.
City Attorney Terpstra said Council met in closed session and no reportable action was taken.
PLEDGE OF ALLEGIANCE:
The meeting was called to order at 6:00 PM with Chief Sauer leading in the Pledge of Allegiance to the Flag.
INVOCATION:
Pastor Matt Riddle gave the invocation.
City Council Page 2 January 13, 2026
ROLL CALL:
Attendee Name Title Status Arrived
Gary Barton Mayor Present
Dean Uecker Vice Mayor Present
Michael Restuccia Council Member Present
Leo Zuber Council Member Present
Daniel de Graaf Council Member Present
OTHERS PRESENT:
City Administrator Kevin Werner, City Attorney Tom Terpstra Jr., Planning Director Ken Zuidervaart, Recreation Director Kye Stevens, Director of Public Works James Pease, Police Chief Daniel Sauer, City Clerk Lisa Roos, Deputy City Clerk Jane Kilgore, Information Systems Technician Elizabeth Farnam, Civil Engineer Tech Mitchell Ulrich.
PUBLIC DISCUSSION:
Emil Guillermo, Ripon Poet Laureate, said he had written three short poems about Ripon and proceeded to read them.
Dale Hessler, Ripon VFW Post 1051 asked when the flag holders would be put on the light posts. Public Works Director Pease said in the next week or two.
APPROVAL OF MINUTES:
Motion to approve the minutes of the Regular Ripon City Council meeting of December 9, 2025 and the Special City Council Meeting of December 23, 2025.
RESULT: ADOPTED [UNANIMOUS]
MOVER: Leo Zuber, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: Barton, Uecker, Restuccia, Zuber, de Graaf
1. CITY COUNCIL - REGULAR MEETING - DEC 9, 2025 6:00 PM
2. CITY COUNCIL - SPECIAL MEETING - DEC 23, 2025 10:30 AM APPROVAL OF AGENDA AS POSTED (OR AMENDED):
City Attorney Terpstra requested Item 1.3A be pulled from the Consent Calendar for discussion.
Motion to approve the agenda as amended.
RESULT: ADOPTED AS AMENDED [UNANIMOUS]
MOVER: Leo Zuber, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: Barton, Uecker, Restuccia, Zuber, de Graaf
City Council Page 3 January 13, 2026
1. CONSENT CALENDAR
Motion to approve the Consent Calendar as amended.
RESULT: ADOPTED AS AMENDED [UNANIMOUS]
MOVER: Daniel de Graaf, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: Barton, Uecker, Restuccia, Zuber, de Graaf
1.1. Income
A. STATE OF CALIFORNIA
Sales Tax
(December 2024 $263,371.00)
FY 2025-26 YTD: $2,262,939
FY 2024-25 YTD: $2,249,963
Highway Users Tax
(November 2024 $41,639.36)
FY 2025-26 YTD: $199,071
FY 2024-25 YTD: $210,045
SB1 Street & Road Tax
(December 2024 $31,726.64)
FY 2025-26 YTD: $223,805
FY 2024-25 YTD: $217,599
$239,468.37
$39,713.64
$30,718.58
TOTAL $309,900.59
B. CCATT HOLDINGS
Monthly Acacia Avenue Cell Tower Lease Payment
December 2025 $1,336.34
C. WASTE MANAGEMENT
Monthly Franchise Fee Payment - November 2025 $1,897.39
1.2. Bills, Invoices, Payments
A. STANTEC
Well 9 Evaluation and Condition Assessment
Progress Payment – Invoice #2488150
Progress Payment – Invoice #2500238
$13,450.10
$548.00
TOTAL $13,998.10
B. FEHR & PEERS
Traffic Engineering for the N. Ripon Rd./River Rd. Intersection Project Progress Payment – Invoice #190185
Progress Payment – Invoice #191662
$10,588.50
$579.80
TOTAL $11,168.30
City Council Page 4 January 13, 2026
C. SAN JOAQUIN REGIONAL TRANSIT DISTRICT
Blossom Express Driver
December 2025 Invoice #AR038249 $2,312.50
D. SIEGFRIED ENGINEERING, INC.
Civil Design for the N. Ripon Rd./River Rd. Intersection Project Progress Payment – Invoice #51088 $6,195.50
E. PRICE PAIGE & COMPANY
Audit Services
Progress Payment – Invoice #37368 $214.00
F. CENTRAL SAN JOAQUIN VALLEY RISK MANAGEMENT AUTHORITY 2025-2026 3rd Quarter Deposits
Workers’ Compensation Program
Liability Program
$170,646.00
$136,509.00
TOTAL $307,155.00
G. PAVLETIC CONSULTING, LLC
Five-Year Utility Rates Plan (2026 - 2030)
Progress Payment – Invoice #202502-02 $9,840.00
H. JOHN ANDOH
Transit Consulting Services
Progress Payment – Invoice #25-05 $3,925.00
I. PROVOST & PRITCHARD CONSULTING GROUP
Water Loss Audit Validation (FY24/25)
Progress Payment – Invoice #124917 $1,100.00
J. LAW OFFICE OF THOMAS H. TERPSTRA, JR.
General Matters
Police Department
Private Development
$6,289.40
$1,386.50
$646.50
TOTAL $8,322.40
K. BASECAMP ENVIRONMENTAL, INC.
Environmental Review for Lawson Drayage
(Reimbursed by Developer)
Progress Payment – Invoice #52954 $4,144.30
1.3. Resolutions
A. ITEM A WAS MOVED TO ITEMS PULLED FROM CONSENT
City Council Page 5 January 13, 2026
B. RESOLUTION NO. 26-1
A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF RIPON
ACCEPTING THE CITY OF RIPON
TRANSPORTATION
DEVELOPMENT ACT FUND, THE
MEASURE K FUND, AND THE
TRANSIT ENTERPRISE FUND
AUDIT REPORT FOR THE FISCAL
YEAR ENDED JUNE 30, 2025
This resolution accepts the City of Ripon
Transportation Development Act Fund,
the Measure K Fund and the Transit
Enterprise Fund Audit Report for June
30, 2025, prepared by LSL, CPAs.
C. RESOLUTION NO. 26-2
A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF RIPON
DIRECTING THE CITY ENGINEER
TO PREPARE ON BEHALF OF THE
CITY OF RIPON THE ENGINEER'S
REPORT FOR THE FISCAL YEAR
2026-2027 PERTAINING TO THE
ANNUAL ASSESSMENTS FOR THE
CITY OF RIPON'S TEN
LANDSCAPE MAINTENANCE
DISTRICTS LOCATED IN THE
COUNTY OF SAN JOAQUIN,
CALIFORNIA
This resolution directs the City Engineer
to prepare the annual report for the City
of Ripon’s ten Landscape Maintenance
Districts.
D. RESOLUTION NO. 26-3
A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF RIPON
DIRECTING THE CITY ENGINEER
TO PREPARE ON BEHALF OF THE
CITY OF RIPON THE ENGINEER'S
REPORT FOR THE FISCAL YEAR
2026-2027 PERTAINING TO THE
ANNUAL ASSESSMENTS FOR
ASSESSMENT DISTRICT NO. 05-1,
CITY OF RIPON, COUNTY OF SAN
JOAQUIN CALIFORNIA,
COMMONLY KNOWN AS CITY OF
RIPON LIGHTING DISTRICT
This resolution directs the City Engineer
to prepare the annual report for the City
of Ripon Lighting District.
City Council Page 6 January 13, 2026
E. RESOLUTION NO. 26-4
A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF RIPON
APPROVING CITY COUNCIL
MEMBER APPOINTMENTS TO
VARIOUS BOARDS,
COMMISSIONS, TASK FORCES,
AND COMMITTEES
This resolution approves the City Council
Member appointments as recommended
by the Mayor to local and regional
Boards, Commissions, Task Forces, and
City Council Committees for 2026.
1.4. Miscellaneous Items
A. SENIOR CENTER RETROFIT PROJECT
Estate Design and Construction
Change Order No. 2
Approve Change Order No. 2 in the not
to exceed amount of $65,843.85 for the
fabrication and installation of an
electronic programmable sign at the
Senior Center (funding source:
Community Development Block Grant).
B. CLAIM
CSAA Insurance as administrative
services for Salvador Guzman
Accept the subrogation claim filed by
CSAA Insurance as administrative
services for Salvador Guzman.
ITEMS PULLED FROM CONSENT
1.3A : RESOLUTION NO. 26-5
A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF RIPON
ACCEPTING A GRANT DEED OF
CERTAIN REAL PROPERTY TO THE
CITY OF RIPON
This Resolution accepts a Grant Deed by
Calvary Reformed Church of Ripon, a
California religious non-profit corporation,
for certain real property to complete the
expansion of Fulton Avenue between the
Meadowood Subdivision Project’s northern
limits and the Colony Roundabout and
authorize the Mayor to sign and execute
any and all documents necessary to
complete the aforementioned transaction.
City Attorney Terpstra Jr. said the resolution that was included in the agenda packet needed to be updated to reflect that Calvary Reformed Church has not yet executed the grant deed.
He said staff anticipates that will happen later this week. He said Council has a redline version of the resolution with the amendments delegating authority to the Mayor to accept the deed once it is tendered to the City.
City Council Page 7 January 13, 2026
Motion to approve Resolution 26-5 accepting a grant deed of certain real property to the City of Ripon with the revisions from legal counsel incorporated to delegate authority to accept the deed to the Mayor once it is tendered.
RESULT: ADOPTED AS AMENDED [UNANIMOUS]
MOVER: Leo Zuber, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: Barton, Uecker, Restuccia, Zuber, de Graaf
**END OF CONSENT CALENDAR**
2. PUBLIC HEARINGS
Council will take action on the following items at the conclusion of each Public Hearing.
A. WATER, SEWER, AND GARBAGE UTILITY RATES FOR 2026-2030 This is a public hearing to take written and
oral comments and consider all Protest
Ballots opposing the proposed water,
sewer, and garbage utility rate increases
for 2026-2030.
All protest ballots must be received
prior to the close of the public hearing
to be considered valid.
City Administrator Werner said this is a process the City goes through every five years to ensure our three enterprise funds for water, sewer, and garbage are receiving sufficient revenue. He said the City hired a consultant to prepare a report and that report was presented at a workshop on October 30, 2025. Werner said that following that discussion, the report was updated and the rates were sent out in the notification to the City customers.
Werner said on November 10th, 2025, the City Council adopted Resolution 25-36 in accordance with Proposition 218 to increase the water, sewer, and garbage rates as of February 1, 2026 over the next five years. He said even with the rate increases approved for the 2026 year, our rates are 11% lower than those other cities around us that were surveyed. He said Resolution 25-36 set the public hearing for tonight.
Werner said in accordance with the Proposition 218 process written notices were sent to property owners. This included the proposed rates, the date of the public hearing and instructions regarding protest ballots. He said anyone who would like to submit a ballot needs to do so prior to the close of the public hearing tonight. Werner said the Proposition 218 process requires a 50% + 1 majority protest to oppose the proposed rate increases.
City Council Page 8 January 13, 2026
PUBLIC HEARING OPENED
No one from the public wished to speak at this time.
PUBLIC HEARING CLOSED
City Clerk Roos said at this time in order to oppose the rate changes there would need to be 2,697 protest ballots. At this time there are under 100. Therefore, a majority protest is not present. Because there is not a majority protest present, the new rates for 2026-2030 will be implemented per Resolution 25-36.
3. ORDINANCES
Second Reading and Adoption
A. ORDINANCE NO. 933
AN ORDINANCE OF THE CITY
COUNCIL OF THE CITY OF RIPON
REZONING CERTAIN REAL
PROPERTY LOCATED AT 1408 AND
1444 W. MAIN STREET (APNS 259-090-
28 AND 259-090-27) IN THE CITY OF
RIPON
This ordinance rezones properties located
at 1408 and 1444 W. Main Street (APNs
259-090-28 and 259-090-27) from PO
(Professional Office) to C2 (Community
Commercial).
Vice Mayor Uecker left the meeting
Planning Director Zuidervaart said this is the second reading and adoption of Ordinance 933 rezoning properties located at 1408 and 1444 W. Main Street (APNs 259-090-28 and 259- 090-27) from PO (Professional Office) to C2 (Community Commercial).
Motion to waive the second reading and adopt Ordinance 933 rezoning properties located at 1408 and 1444 W. Main Street (APNs 259-090-28 and 259-090-27) from PO (Professional Office) to C2 (Community Commercial).
Uecker returned to the meeting.
RESULT: ADOPTED [3 TO 1]
MOVER: Daniel de Graaf, Council Member
SECONDER: Leo Zuber, Council Member
AYES: Barton, Zuber, de Graaf
NAYS: Restuccia
ABSTAIN: Uecker
City Council Page 9 January 13, 2026
4. DISCUSSION ITEMS
A. ENGINEERING AND TRAFFIC STUDY
Discussion/No Action Staff to present findings and
recommendations from the 2025
Engineering and Traffic Survey.
City Administrator Werner introduced Civil Engineer Tech Ulrich, who completed the 2025 Engineering and Traffic Study.
Ulrich said the purpose of the Engineering and Traffic Survey is to establish reasonable and safe operating speeds within specific sections of roadway. He explained that 25 miles per hour (mph) is the legal default speed limit in residential, business, and school zones, and that any change to this limit requires completion of an Engineering and Traffic Survey. He added that once a speed zone is established or modified, a new survey must be conducted every five years, unless an extension is permitted under certain conditions.
He noted that without a valid survey, the posted speed limit becomes unenforceable and may be considered a speed trap.
Ulrich said the survey process requires three major elements, beginning with prevailing speeds, which are determined by measuring a minimum of 100 free-flowing vehicles using radar from an unmarked vehicle. He explained that the 85th percentile speed, based on the Solomon Curve, is used as a key benchmark. He added that collision history and traffic and roadside conditions are also evaluated, including adjacent land uses, roadway configuration, striping, visibility issues, and pedestrian and bicyclist safety considerations.
Ulrich said data was collected for 41 separate roadways in both directions, and that once collection was complete, the raw data was compiled along with updated collision histories and notable roadway conditions. He explained that under the California Vehicle Code, this information allows local jurisdictions to set speed limits at the 85th percentile, adjust the limit up or down to the nearest five-mile-per-hour increment without justification, or further reduce the speed limit based on documented factors such as collision history, roadway geometry, and pedestrian or cyclist safety. He added that the City also considered speed limit continuity along corridors when evaluating recommended changes.
Ulrich said that based on the results of the Engineering and Traffic Survey, changes to posted speed limits are recommended for five roadway segments including: Fourth St from S. Stockton Ave to Dead End, raise from 25 mph to 30 mph, Garrison Way from Maple Ave to Kamps Way, raise from 25 mph to 30 mph, Hoff Dr from Colony Rd to Santos Ave, raise from 25 mph to 35 mph, Parallel Ave from Reynolds Ave to E. Main St, raise from 25 mph to 30 mph and Santos Ave from Hoff Dr to Frontage Rd, raise from 25 mph to 35 mph.
Council Member Restuccia asked if Chief Sauer was okay with this. Sauer said yes, he was part of several conversations with staff.
City Council Page 10 January 13, 2026
Restuccia asked how many signs will need to be replaced. Ulrich said he was not sure but it will be a minimal cost.
Mayor Barton said regarding the proposed increase on Hoff, it seems like 30 mph might be a better speed than 35.
Council Member Zuber said he was impressed that out of all the streets that were observed, only five streets had speed limits that needed to changed.
REPORTS
Department Heads:
Planning Director Zuidervaart said there will not be a Planning Commission meeting in January.
Public Works Director Pease said he wanted to address the issue of Chromium-6 related to Well
19. He explained that as a municipal drinking water system, the City operates under Federal and State regulatory requirements established by the Environmental Protection Agency and the State Department of Drinking Water. He said the City is currently meeting all applicable requirements and remains committed to full regulatory compliance through routine monitoring and sampling.
He noted that a notice was issued last week regarding the detection of Chromium-6 at Well 19, adding that the City has been monitoring this condition for some time and is required to eliminate any exceedances by October 2027. He stated that staff fully anticipates meeting that deadline and is developing a compliance plan for submittal to the State for approval. Pease said the City has received several public inquiries and that residents have been directed to the City’s website for additional information. He added that staff is preparing an additional fact sheet to address common questions. He said the City is required to sample Well 19 on a quarterly basis and that results are expected to remain consistent, as compliance is based on an annual average.
He explained that if quarterly sampling results exceed the threshold for the annual average, another public notification will be issued.
Council Member de Graaf asked if brush pick-up could be extended by one more week in the future. Pease said the date is set by ordinance, but staff will look into it.
City Council:
de Graaf said he wanted to thank everyone who attended the meeting.
Council Member Restuccia said he wanted to wish everyone a happy new year.
Mayor Barton said he wanted to thank everyone for attending the meeting.
There being no further business, the meeting was adjourned at 6:41 PM. (Signed) Gary Barton
Mayor
ATTEST:
(Signed) Lisa Roos
City Clerk
Ripon City Council Minutes
TUESDAY, DECEMBER 09, 2025 – 6:00 PM
REGULAR MEETING
CLOSED SESSION AT 5:30 PM
CLOSED SESSION: The closed session meeting was called to order at 5:30 PM.
PUBLIC DISCUSSION ON CLOSED SESSION MATTERS: No one from the public wished to speak at this time.
ROLL CALL: Council Members Leo Zuber, Michael Restuccia, Dean Uecker, Vice Mayor Gary Barton, Mayor Daniel de Graaf.
OTHERS PRESENT: City Administrator Kevin Werner, City Attorney Tom Terpstra Jr., City Clerk Lisa Roos.
IN THE MATTER OF:
1. CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION pursuant to Section 54956.9(d)(1) of the California Government Code. a. Liberty Self Storage, L.P. v. City of Ripon; Ripon Consolidated Fire District Case #: STK CV-UWM-2025-0007527
b. City of Ripon v. David Hegarty Case #: STK-CV-UED-2025-7194 c. California Sportfishing Protection Alliance v. Eastern San Joaquin Groundwater Authority Case #: CV-20-001720
Return to open session.
City Attorney Terpstra said Council met in closed session, staff was given direction and no reportable action was taken.
PLEDGE OF ALLEGIANCE:
The meeting was called to order at 6:00 PM with Mayor de Graaf leading in the Pledge of Allegiance to the Flag.
INVOCATION:
Pastor Rex Rodgers gave the invocation.
ROLL CALL:
Attendee Name Title Status Arrived
Daniel de Graaf Mayor Present
Gary Barton Vice Mayor Present
Dean Uecker Council Member Present
Michael Restuccia Council Member Present
Leo Zuber Council Member Present
1 Packet Pg. 11
Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 2 December 9, 2025
OTHERS PRESENT:
City Administrator Kevin Werner, City Attorney Tom Terpstra Jr., Planning Director Ken Zuidervaart, Recreation Director Kye Stevens, Director of Public Works James Pease, Police Chief Daniel Sauer, City Clerk Lisa Roos, Deputy City Clerk Jane Kilgore, Information Systems Technician Elizabeth Farnam, Rex Rodgers, The Hobbs, Emily Parker, Janet Robinson, Bill Hudson, Emil Guillermo, Mark Burns, Laurie Wesenberg, Matt and Christine Bettencourt, Theresa De, Mark Nicholson, Tom Vander Weide, Carrie Sweet.
PUBLIC DISCUSSION:
Emil Guillermo, Ripon Poet Laureate, said he had written a short poem about Ripon and proceeded to read it.
APPROVAL OF MINUTES:
Motion to approve the minutes of the Regular Ripon City Council meeting of November 10, 2025.
RESULT: ADOPTED [UNANIMOUS]
MOVER: Michael Restuccia, Council Member
SECONDER: Leo Zuber, Council Member
AYES: de Graaf, Barton, Uecker, Restuccia, Zuber
1. CITY COUNCIL - REGULAR MEETING - NOV 10, 2025 6:00 PM COUNCIL REORGANIZATION:
Per Ordinance No. 800, RMC Section 2.04.020 Mayoral Selection, Council Members shall be seated as follows:
Seat 1 Mayor Gary Barton
Seat 2 Vice Mayor Dean Uecker
Seat 3 Council Member Michael Restuccia
Seat 4 Council Member Leo Zuber
Seat 5 Council Member Daniel de Graaf
(Per RMC 2.04.020, the designated Mayor and Vice Mayor must be queried to accept or decline the positions.)
City Clerk Roos led the Council Reorganization. She said she has queried both Gary Barton and Dean Uecker whether they want to serve in the respective seats of Mayor and Vice Mayor and both have confirmed. Council Members were seated in their new, respective seats and the meeting was handed over to Mayor Gary Barton.
Mayor Barton said he had many people to thank and appreciated everyone who came out to show their support. He said he also wanted to recognize City staff for the work they do. 1 Packet Pg. 12
Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 3 December 9, 2025
APPROVAL OF AGENDA AS POSTED (OR AMENDED):
Motion to approve the agenda as posted.
RESULT: ADOPTED [UNANIMOUS]
MOVER: Michael Restuccia, Council Member
SECONDER: Leo Zuber, Council Member
AYES: de Graaf, Barton, Uecker, Restuccia, Zuber
1. CONSENT CALENDAR
Motion to approve the Consent Calendar as posted.
RESULT: ADOPTED [UNANIMOUS]
MOVER: Leo Zuber, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: de Graaf, Barton, Uecker, Restuccia, Zuber
1.1. Income
A. STATE OF CALIFORNIA
Sales Tax
(November 2024 $433,691.92)
FY 2025-26 YTD: $2,023,471
FY 2024-25 YTD: $1,986,592
Highway Users Tax
(October 2024 $37,919.75)
FY 2025-26 YTD: $159,357
FY 2024-25 YTD: $168,406
SB1 Street & Road Tax
(November 2024 $41,353.19)
FY 2025-26 YTD: $193,086
FY 2024-25 YTD: $185,872
$610,965.28
$35,483.37
$42,609.95
TOTAL $689,058.60
B. CCATT HOLDINGS
Monthly Acacia Avenue Cell Tower Lease Payment
November 2025 $1,336.34
C. WASTE MANAGEMENT
Monthly Franchise Fee Payment - October 2025 $3,932.06
D. CHARTER COMMUNICATIONS
Quarterly Franchise Fee Payment – September 2025 $18,683.30 1 Packet Pg. 13
Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 4 December 9, 2025
1.2. Bills, Invoices, Payments
A. J D E ENGINEERING, INC.
Construction Management and Inspection Services
September – December 2025
Progress Payment – Invoice #1017 $17,625.00
B. CALIFORNIA CAD SOLUTIONS, INC.
Progress Payment FY 2025-2026
Invoice #701882 $1,400.00
C. PRICE PAIGE & COMPANY
Audit Services
Progress Payment - Invoice #37193 $2,130.00
Progress Payment - Invoice #37220 $2,841.00
TOTAL $4,971.00
D. GRANICUS LEGISLATIVE MANAGEMENT
Annual Legislative Management System Renewal
Invoice #215687
Digital Boardroom
Agenda & Minutes
Extended Support
$9,702.33
$10,352.33
$5,000.00
TOTAL $25,054.66
E. LIEBERT CASSIDY WHITMORE
Professional Employment Law Services
Invoice #309238 $2,665.50
F. LAW OFFICE OF THOMAS H. TERPSTRA, JR.
General Matters
Police Department
$10,738.00
$1,062.00
TOTAL $11,800.00
G. RIPON CHAMBER OF COMMERCE
2026 Membership Investment
Invoice #6505 $185.00
H. SAN JOAQUIN REGIONAL TRANSIT DISTRICT
Blossom Express Driver
November 2025 Invoice #AR038191 $1,715.30
I. STANTEC CONSULTING SERVICES, INC.
Wastewater Discharge Permit Groundwater Monitoring
2025 3rd Quarter Report - Invoice #2487687 $2,466.00
J. WGR SOUTHWEST, INC.
City Storm Water Permit Assistance
Progress Payment – Invoice #32773 $425.00
1 Packet Pg. 14
Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 5 December 9, 2025
K. SIEGFRIED ENGINEERING, INC.
Civil Design for the N. Ripon Rd./River Rd. Intersection Project Progress Payment – Invoice #50972 $6,132.50
L. LSC TRANSPORTATION CONSULTANTS, INC.
Short Range Transit Plan
Progress Payment – Invoice #82412 $530.00
M. GROVER LANDSCAPE SERVICES, INC.
Landscape Repair Project
Progress Payment – Invoice #8 $239,880.70
1.3. Resolutions
A. RESOLUTION NO. 25-38
A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF RIPON
ACCEPTING THE CITY OF RIPON
FINANCIAL STATEMENTS AND
INDEPENDENT AUDITOR'S
REPORT FOR THE YEAR ENDED
JUNE 30, 2025
This resolution accepts the City of Ripon
Financial Statements and Independent
Auditor’s Report for the year ended June
30, 2025, prepared by Price Paige &
Company Accountancy Corporation.
B. RESOLUTION NO. 25-39
A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF RIPON
ACCEPTING THE CITY OF RIPON
MONEY PURCHASE THRIFT
PENSION PLAN FINANCIAL
STATEMENTS AND
INDEPENDENT AUDITOR'S
REPORT JUNE 30, 2025 AND 2024
This resolution accepts the City of Ripon
Money Purchase Thrift Plan Financial
Statements and Independent Auditor’s
Report June 30, 2025 and 2024, prepared
by Price Paige & Company Accountancy
Corporation.
1.4. Miscellaneous Items
A. ELECTRIC VEHICLE CHARGING STATION PROJECT
Valley 29 Electric Award the contract for the Electrical Vehicle Charging Station Project to
Valley 29 Electric in the amount of
$135,650 and authorize staff to proceed
(funding source: Carbon Reduction
Program Grant).
**END OF CONSENT CALENDAR**
1 Packet Pg. 15
Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 6 December 9, 2025
2. PUBLIC HEARINGS
Council will take action on the following items at the conclusion of each Public Hearing.
A. AB1600 DEVELOPMENT IMPACT FEE ANNUAL REPORT FOR FISCAL YEAR 2024-25
This is a public hearing on the AB1600
Development Impact Fee Annual Report
for fiscal year 2024-25 as required by
Government Code Section 66000 et seq.
Recommended Action: Adopt the
AB1600 Development Impact Fee Annual
Report for fiscal year 2024-25 that has
been prepared in accordance with the
provisions of the California Government
Code.
City Clerk Roos said this is a public hearing on our annual report of capital fees for the fiscal year ending June 30, 2025.
Roos said the staff report provides information for the Council regarding this AB1600- Development Impact Fee Annual report also known as the Public Facility Financing Plan Annual Progress Report and the requirements under Government Code Section 66000 along with how this Report ties to the Fund Summary Balances report as of June 30, 2025.
Roos said staff recommends the Ripon City Council adopt the AB1600 Development Impact Fee Annual Report for fiscal year 2024-2025.
PUBLIC HEARING OPENED
No one from the public wished to speak at this time.
PUBLIC HEARING CLOSED
Motion to adopt the AB1600 Development Impact Fee Annual Report for fiscal year 2024-25.
RESULT: ADOPTED [UNANIMOUS]
MOVER: Daniel de Graaf, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: de Graaf, Barton, Uecker, Restuccia, Zuber
1 Packet Pg. 16
Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 7 December 9, 2025
B. GENERAL PLAN AMENDMENT (GP25-128) AND REZONE (Z25-127) RESOLUTION NO. 25-40
A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF RIPON
APPROVING A GENERAL PLAN MAP
AMENDMENT TO ALLOW FOR THE
REZONING OF THE PROPERTIES
LOCATED AT 1408 AND 1444 W. MAIN
STREET (APN'S 259-090-27 AND 259-
090-28)
This is a public hearing on a request to
amend the General Plan Land Use
designation and zoning classification on
two parcels located at 1408 and 1444 W.
Main Street.
Recommended Action: Should the City
Council agree with the Planning
Commission and Staff recommendations,
the following motions would be
appropriate:
1. Approve the 1408 and 1444 W.
Main Street General Plan Land Use
Map Amendment (GP25-128) and
adopt the attached resolution; and
2. Affirms the Planning Commission's
determination that the project is
categorically exempt from CEQA
pursuant to Sections 15061(b)(3)
(Common Sense Exemption) and
15301 (Existing Facilities), as
discussed in the staff report.
Vice Mayor Uecker left the meeting.
Planning Director Zuidervaart provided an overview of the proposed General Plan Amendment and Rezone for the properties at 1408 and 1444 West Main Street. The request seeks to change the zoning from Professional Office (PO) to Community Commercial (C2), aligning with the City’s long-term vision for strengthening the West Main Street corridor. He said the C2 designation would expand opportunities for retail and service-oriented businesses while still allowing professional office uses to continue, offering greater flexibility for both the property owners and the community.
Zuidervaart said that the applicant is requesting the C2 zoning to allow a small animal veterinary clinic within a portion of the building at 1444 West Main Street, as veterinary hospitals are not permitted under current PO zoning. He said a detailed parking analysis showed that the combined building area of 15,502 square feet requires a maximum of 65 parking spaces under conservative commercial standards, and the site currently provides 67 spaces. He said even with the proposed clinic, parking remains adequate, and the City will continue to review future tenant changes to ensure no parking or circulation impacts occur.
Zuidervaart said that while community commercial uses can generate higher trip volumes, the appointment-based nature of the veterinary clinic and the corridor’s arterial design ensure traffic can be accommodated without reducing service levels. He said the proposal aligns with General Plan goals for corridor revitalization and community-serving land uses. He said the Planning Commission held a public hearing on November 17, 2025, received no opposition and unanimously recommended approval.
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Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 8 December 9, 2025
Council Member Restuccia said he did not support changing the zoning, saying that he believed the area was properly zoned when originally adopted. He expressed concern that rezoning one building among several would amount to spot zoning and could create longterm issues. He emphasized that parking in the complex is already insufficient based on his personal experience and argued that higher-intensity C2 uses, such as veterinary clinics, retail, or restaurants, would put additional pressure on the surrounding buildings. He added that while he is willing to correct zoning mistakes, he does not believe this area is mis-zoned, and he questioned the compatibility of a veterinary clinic near restaurant uses. He said he worries about the types of future uses that might be approved once the zoning is changed and how those could further strain parking and traffic.
Zuidervaart said that only two of the buildings are zoned Professional Office and explained that the third building on the corner is already zoned Community Commercial. He stated that parking on the site meets requirements and that concerns about future uses can be managed because the City can deny permits that exceed available parking. He acknowledged that parking generation manuals are imperfect but noted they provide a consistent benchmark for evaluating uses.
Zuidervaart confirmed that there was no opposition during the Planning Commission hearing and explained that parking impacts vary from business to business, just as they do at other sites in town.
Council Member de Graaf said he shared concerns about parking and asked whether certain C2 uses could overwhelm the site or be inappropriate for the area. He also asked whether the waste generated by a veterinary clinic had been evaluated and what recourse the City would have if parking became a problem after a business opened.
Zuidervaart said the City could deny high-demand uses like restaurants if they would exceed available parking and explained that medical waste requirements fall under separate regulations. He added that a new trash enclosure would be required on-site.
PUBLIC HEARING OPENED
No one from the public wished to speak at this time.
PUBLIC HEARING CLOSED
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Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 9 December 9, 2025
Motion to approve Resolution 25-40 finding that the proposed project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Sections 15061(b)(3) (Common Sense Exemption) and 15301 (Existing Facilities), as described in the staff report; and approving the proposed General Plan Land Use Amendment (GPA25-128) and Rezone (Z25-127) from Professional Office (PO) to Community Commercial (C2) for the subject properties located at 1408 and 1444 W. Main Street, subject to the conditions of approval contained in the staff report.
RESULT: ADOPTED [3 TO 1]
MOVER: Leo Zuber, Council Member
SECONDER: Daniel de Graaf, Council Member
AYES: de Graaf, Barton, Zuber
NAYS: Restuccia
ABSTAIN: Uecker
3. ORDINANCES
Second Reading and Adoption
A. ORDINANCE NO. 933
AN ORDINANCE OF THE CITY
COUNCIL OF THE CITY OF RIPON
REZONING CERTAIN REAL
PROPERTY LOCATED AT 1408 AND
1444 W. MAIN STREET (APNS 259-090-
28 AND 259-090-27) IN THE CITY OF
RIPON
This ordinance rezones properties located
at 1408 and 1444 W. Main Street (APNs
259-090-28 and 259-090-27) from PO
(Professional Office) to C2 (Community
Commercial).
Planning Director Zuidervaart said this is the first reading of the ordinance approving the proposed General Plan Land Use Amendment (GPA25-128) and Rezone (Z25-127) from Professional Office (PO) to Community Commercial (C2) for the subject properties located at 1408 and 1444 W. Main Street, subject to the conditions of approval contained in this staff report.
Motion to waive the first reading and introduce Ordinance 933 rezoning properties located at 1408 and 1444 W. Main Street (APNs 259-090-28 and 259-090-27) from PO (Professional Office) to C2 (Community Commercial).
RESULT: FIRST READING [3 TO 1] Next: 1/13/2026 6:00 PM
MOVER: Leo Zuber, Council Member
SECONDER: Daniel de Graaf, Council Member
AYES: de Graaf, Barton, Zuber
NAYS: Restuccia
ABSTAIN: Uecker
Uecker returned to the meeting.
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Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 10 December 9, 2025
Second Reading and Adoption
B. ORDINANCE NO. 932
AN ORDINANCE OF THE CITY
COUNCIL OF THE CITY OF RIPON
ESTABLISHING CHAPTER 16.218 OF
THE RIPON MUNICIPAL CODE TO BE
COMPLIANT WITH STATE LAW
This ordinance establishes expedited,
streamlined, and ministerial permitting
processes for Electric Vehicle Charging
Stations within the City of Ripon to comply
with California Government Code Sections
65850.7 and 65850.71.
Planning Director Zuidervaart said this is the second reading of Ordinance 932 that establishes expedited, streamlined, and ministerial permitting processes for Electric Vehicle Charging Stations within the City of Ripon to comply with California Government Code Sections 65850.7 and 65850.71.
Motion to waive the second reading and adopt Ordinance 932 establishing expedited, streamlined, and ministerial permitting processes for Electric Vehicle Charging Stations within the City of Ripon to comply with California Government Code Sections 65850.7 and 65850.71.
RESULT: ADOPTED [UNANIMOUS]
MOVER: Leo Zuber, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: de Graaf, Barton, Uecker, Restuccia, Zuber
4. DISCUSSION ITEMS
A. MEMORANDUM OF UNDERSTANDING
Discussion/Action City Council to approve the Memorandum of Understanding between the City of
Ripon and Ripon Consolidated Fire
District that establishes each agency’s role
in the Fire District’s pursuit of a fire
suppression assessment pursuant to
Proposition 218, including the sharing of
cost on a 50/50 basis.
City Administrator Werner said that in 2021, the City and the Ripon Consolidated Fire District entered into a memorandum of understanding that defined each agency’s roles as the District pursued a Proposition 218 assessment to increase operating revenue. He explained that, as part of that agreement, the City and the District shared consultant costs equally. He noted that the assessment ultimately failed in August 2024 because it did not receive the required majority approval.
Werner said the Fire District has now decided to move forward with another Proposition 218 fire suppression assessment to secure additional operating revenue. He stated that the City Council and the District’s 2x2 committee have reviewed the matter and are 1 Packet Pg. 20
Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 11 December 9, 2025
recommending approval of a new memorandum of understanding, similar to the previous one that would again split costs on a 50/50 basis.
Werner said the District has already received consultant proposals for the required engineer’s report and that the total estimated cost is just under $119,000. He noted that the City’s share under the proposed cost split would be just over $59,000.
Fire Chief DeHart said he appreciated the opportunity to speak and noted that the staff report accurately outlined how the District reached this point. He explained that the District attempted a Proposition 218 assessment last year, but it did not pass. Despite the setback, he said the District regrouped quickly and began evaluating what was needed to continue providing adequate service to residents of both the City of Ripon and the broader District.
DeHart said the District ultimately concluded that raising revenue was the only viable path forward. After reviewing all options, he said they determined there were only two mechanisms available: a special tax, which would require approval from two-thirds of the District’s registered voters, or a benefit assessment under Proposition 218, similar to the prior attempt, which would be determined by property owners. He said a committee of 20 to 25 residents, called the “With Ripon Fire” committee, has been working closely with the District to help guide the next steps.
DeHart said the District serves 56 square miles with just one fire station, one engine staffed with two personnel, an ambulance staffed with two personnel, and a battalion chief overseeing operations. He described how the District is overwhelmed by concurrent calls, noting that last year there were 528 instances where new calls came in while personnel were already responding to another emergency. He said that when the District cannot respond, surrounding agencies such as Manteca, Escalon, or Salida must step in, resulting in response times as long as 14 to 16 minutes, delays he called unacceptable. He said the only true solution is funding to staff a second engine.
DeHart said one of the most common messages he heard during the previous Proposition 218 effort was that residents did not understand the Fire District, its operations, or its challenges. He said his goal this time is to ensure the opposite, that by the end of the process, residents will be fully informed. He said he has held five town hall meetings and has spoken to any group willing to invite him, including HOAs and civic clubs, focusing primarily on educating the public about the District’s history, structure and service demands.
DeHart said the District learned a great deal from the previous assessment, including where support was strong and where it was lacking. He said the District has detailed voting data that identifies its weak areas and the concerns frequently raised by property owners, such as tax fatigue. He said the District plans to adjust the proposal where legally permissible while still ensuring that the revenue generated will meet operational needs.
He said the target timeline is to mail ballots in late May and collect them by August 1 so the assessment could be included in the 2026–27 tax roll.
DeHart said the District has hired SCI, a California-based consulting firm, to guide the process and determine whether the tentative timeline is achievable. He emphasized that the District will follow the consultant’s recommendations, as it is critical to get the 1 Packet Pg. 21
Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 12 December 9, 2025
proposal right; if this second attempt fails, he said it would be extremely difficult to pursue a third effort immediately afterward. He concluded by stating that the District has applied everything learned from the previous attempt and thanked the council for considering the item.
Council Member Restuccia said he appreciated how hard DeHart had been working on the assessment effort, noting that although the public may not know all the details, more residents are becoming aware that the District is facing challenges. He said that because the fire department always shows up when called, people often assume everything is fine.
Restuccia emphasized the importance of ensuring ballots are signed correctly this time, reminding DeHart that many ballots were disqualified in the last attempt because signatures were placed on the wrong line.
Restuccia said he had also spoken at some of the outreach events about ISO ratings and believed this should be emphasized more strongly to the community. He explained that the District’s current ISO rating of 3 could worsen if response times continue to increase.
He said a higher rating would raise homeowners’ insurance premiums, but that increase would not prevent fires, it would only affect reimbursement after losses. He said it may cost residents less to support the assessment than to absorb future insurance hikes, and he encouraged the District to highlight that cost-benefit comparison.
Council Member de Graaf said he appreciated everything the DeHart had done to promote the District and acknowledged the extensive outreach efforts already underway.
He said he regularly worked with Proposition 218 processes and felt the DeHart had gone above and beyond in communicating with the public.
de Graaf said that although the consultant’s proposal appeared expensive at first glance, the scope of work and the firm’s background suggested they were well qualified and likely the right choice for this assessment. He said their approach seemed aligned with what the District needs to ensure the measure has a chance of passing. He concluded by encouraging DeHart to continue engaging with the community and reinforcing the message about the District’s needs.
On behalf of the public, City Clerk Roos read the following public comment received via email: Jim Dachenhaus said the agenda item listed online as “Memorandum of Understanding” was insufficiently descriptive and not transparent under the Brown Act.
Dachenhaus stated that the title did not clearly indicate that the item related to shared costs associated with a fire assessment process under Proposition 218. Dachenhaus said that the vague title could be viewed as misleading and that agenda titles should fully inform the public of the business being considered.
Dachenhaus also expressed opposition to the fire assessment and any related cost increases, noting that other cities with larger populations successfully operate with a single fire station. Dachenhaus stated that many seniors in Ripon are on limited incomes and cannot afford additional financial burdens. He concluded with a request for clearer and more transparent agenda titles in the future.
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Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 13 December 9, 2025
Werner said staff reviewed the concerns and confirmed that the agenda language is compliant with the Brown Act. He explained that the issue raised stemmed from how the item appeared on the City’s website, not from the official agenda before the Council. He said staff communicated this clarification directly to the resident who submitted the comment and referred him to the formal agenda description, which meets legal requirements.
Motion to approve the Memorandum of Understanding between the City of Ripon and Ripon Consolidated Fire District that establishes each agency’s role in the Fire District’s pursuit of a fire suppression assessment pursuant to Proposition 218, including the sharing of cost on a 50/50 basis.
RESULT: ADOPTED [UNANIMOUS]
MOVER: Daniel de Graaf, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: de Graaf, Barton, Uecker, Restuccia, Zuber
B. SAN JOAQUIN ONE VOICE ADVOCACY TRIP 2026
Discussion/Action If the City Council is interested in sending a representative or representatives to
participate in the 2026 One Voice trip,
please designate and approve the City’s
representative(s) to attend.
City Administrator Werner said San Joaquin One Voice is San Joaquin Council of Government’s (SJCOG) federal advocacy program for San Joaquin County that promotes projects, programs and issues of regional significance to federal legislators and agencies typically through an annual trip to Washington, D.C.
Werner said the City of Ripon does not have a project that meets the criteria identified by SJCOG for a project submittal for the 2026 One Voice trip. He said SJCOG will be submitting a regional project that impacts the City of Ripon, which is the State Route 99/120 Connector Project, Phase 1B. He said Phase 1A of the project, which addresses eastbound SR 120 and southbound SR 99, is entering the construction phase. Werner said SJCOG’s intent is to complete the design and right-of-way phases of Phase 1B during the Phase 1A construction period, allowing Phase 1B to enter construction seamlessly upon the completion of Phase 1A.
Council discussed and agreed to send Mayor Barton as the Ripon representative. Barton said he would be willing to attend.
Motion to authorize a Council Member to attend the One Voice Advocacy Trip in May 2026.
RESULT: ADOPTED [UNANIMOUS]
MOVER: Leo Zuber, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: de Graaf, Barton, Uecker, Restuccia, Zuber
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Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) City Council Page 14 December 9, 2025
C. COUNCIL COMMITTEE AND TASK FORCES
Discussion/No Action Mayor Barton to discuss Council
Committee and Task Force appointments
for 2026.
Mayor Barton and Council discussed Council Committee assignments. Barton asked Deputy City Clerk Kilgore to send a list of current Council Committee assignments to him and Council.
REPORTS
Department Heads:
Planning Director Zuidervaart said there will not be a December Planning Commission meeting.
Public Works Director Pease said November water usage was down 15% from 2014 numbers and down 24% from last year’s number.
City Council:
Council Member de Graaf congratulated Mayor Barton.
de Graaf said he wanted to thank everyone for attending the meeting.
Council Member Restuccia said the light parade is on Thursday and encouraged residents to come watch the parade.
Restuccia thanked de Graaf for his work as Mayor.
Barton said he wanted to thank everyone for attending the meeting.
Barton said he is looking forward to the light parade on Thursday and said it is one of his favorite events of the year.
There being no further business, the meeting was adjourned at 7:06 PM. (Signed) Gary Barton
Mayor
ATTEST:
(Signed) Lisa Roos
City Clerk
1 Packet Pg. 24
Minutes Acceptance: Minutes of Dec 9, 2025 6:00 PM (Approval of Minutes) Ripon City Council
Special Meeting Minutes
TUESDAY, DECEMBER 23, 2025
SPECIAL MEETING
10:30 AM
The Special Meeting was called to order by Mayor Gary Barton at 10:30 am ROLL CALL:
Attendee Name Title Status Arrived
Gary Barton Mayor Present
Dean Uecker Vice Mayor Present
Michael Restuccia Council Member Present
Leo Zuber Council Member Absent
Daniel de Graaf Council Member Present
OTHERS PRESENT: City Administrator Kevin Werner, City Attorney Tom Terpstra Jr., City Clerk Lisa Roos, Deputy City Clerk Jane Kilgore, Information Systems Technician Elizabeth Farnam.
PUBLIC DISCUSSION:
No one from the public wished to speak at this time.
1. TOPICS OF DISCUSSION
A. FINAL MAP
Meadowood Subdivision Accept the Final Map for the Meadowood Subdivison and authorize the Mayor, City
Engineer and City Clerk to sign for
recording.
City Administrator Werner said the Meadowood Residential Subdivision project was approved on February 13, 2018, to allow development of 88 single-family residences located west of Fulton Avenue. He said as a condition of approval, the Final Map was not to be recorded until all civil improvements, including off-site improvements, were completed and accepted by the City Council.
Werner said on October 14, 2025, the City Council approved the processing of the Meadowood Final Map to allow construction of 17 homes prior to acceptance of the civil improvements, subject to the condition that no sale agreements would be executed until all required improvements have been accepted.
Werner said the Meadowood Subdivision Final Map has since been submitted to the County for review and signature and is now ready for the City’s signature. 2 Packet Pg. 25
Minutes Acceptance: Minutes of Dec 23, 2025 10:30 AM (Approval of Minutes) City Council Page 2 December 23, 2025
City Attorney Terpstra Jr. said staff did not receive any public comment regarding this item.
Motion to accept the Final Map for the Meadowood Subdivision and authorize the Mayor, City Engineer and City Clerk to sign for recording.
RESULT: ADOPTED [UNANIMOUS]
MOVER: Michael Restuccia, Council Member
SECONDER: Daniel de Graaf, Council Member
AYES: Barton, Uecker, Restuccia, de Graaf
ABSENT: Zuber
2. ADJOURNMENT
There being no further business, the meeting was adjourned at 10:32 AM. (Signed) Gary Barton
Mayor
ATTEST:
(Signed) Lisa Roos
City Clerk
2 Packet Pg. 26
Minutes Acceptance: Minutes of Dec 23, 2025 10:30 AM (Approval of Minutes)
1.1.A.a
Packet Pg. 27
Attachment: 2025 10 advance (4931 : State of California) State Controller's Office
Remittance AdviceHighway Users Tax CitiesClaim Schedule: 2500168 and 2500168AIssue Date: December 4, 2025Fiscal Year: 2025-2026Collection Period: October 24, 2025 - November 23, 2025Description: Streets and Highways Code sections 2103, 2105, 2106, 2107 and 2107.5.For assistance, please contact Lucas Rasmussen at 916-323-1374 or at [email protected].
City Population Section 2103 Section 2105 Section 2106 Section 2107 Section 2107 Snow
(Included in Section
2107 Amount) Section 2107.5 Gross Claim
Withheld/Return of
Funds due to
Delinquent Annual
Street Report Payment Amount Year To Date
Ripon City Treasurer 15,988 $14,357.75 $8,210.24 $5,428.25 $11,717.40 $0.00 $0.00 $39,713.64 $0.00 $39,713.64 $199,070.90
1.1.A.b
Packet Pg. 28
Attachment: fy2526_11hwycityra (4931 : State of California) State Controller's Office
Remittance Advice
Road Maintenance and Rehabilitation Account (RMRA) - Cities Claim Schedule: 2500181 and 2500181A
Issue Date: December 22, 2025
Fiscal Year: 2025-2026
Collection Period: November 01, 2025 - November 30, 2025 Description: Streets & Highways Code section 2032(h)(2), Road Maintenance and Rehabilitation Account allocation to cities.
For assistance, please contact John Bodolay at 916-323-2154 or at [email protected].
City Population Payment Amount Year To Date
Ripon City Treasurer 15,988 $30,718.58 $146,920.08
1 of 1
1.1.A.c
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Attachment: rmra_cities_remit_2526_dec25 (4931 : State of California)
1.1.B.a
Packet Pg. 30
Attachment: CCATT (4932 : CCATT Holdings)
1.1.C.a
Packet Pg. 31
Attachment: WASTE MANAGEMENT (4933 : Waste Management)
202511 Total
CR Cash Receipts 1 Commercial $ 22,167.89 $ 22,167.89
CR Cash Receipts 2 Roll Off $ 1,549.46 $ 1,549.46
CR Cash Receipts 3 Residential $ - $ -
CR Cash Receipts 4 $ -
CR Cash Receipts 5 $ -
CR Cash Receipts TTL Total Cash Receipts $ 23,717.35 $ 23,717.35 FFA Franchise Fee Payable 1 Franchise Fees Due $ 1,897.39 $ 1,897.39 FFA Franchise Fee Payable 2 $ -
FFA Franchise Fee Payable 3 $ -
FFA Franchise Fee Payable 4 $ -
FFA Franchise Fee Payable 5
FFA Franchise Fee Payable TTL Total Franchise Fee Payable $ 1,897.39 $ 1,897.39 FFR Franchise Fee Rate 1 Franchise Fee Rate 8%
Amount: $ 1,897.39
259 N Wilma Ave
Stockton Scavengers
(a USA Waste of California, Inc. company)
1240 Navy Dr, Stockton, CA 95296
City of Ripon
Administrative Coding
WM VndrNo: 386801
Ripon, CA 95366
Monthly Franchise Fee Payment
For the Month Ended November 2025
Section Description Line Description
1.1.C.a
Packet Pg. 32
Attachment: WASTE MANAGEMENT (4933 : Waste Management)
INVOICE Page 1 of 2
Invoice Number 2488150
Invoice Date November 24, 2025
Customer Number 84626
Project Number 184031834
Net Due in 30 Days or in accordance with terms of the contract Stantec will not change our banking information. If you receive a request noting our banking information has changed, please contact your Stantec Project Manager
Bill To
City of Ripon, CA
Accounts Payable
259 N Wilma Avenue
Ripon CA 95366
United States
EFT/ACH Remit To (Preferred)
Stantec Consulting Services Inc. (SCSI)
Bank of America
ABA No. : 111000012
Account No: 3752096026
Email Remittance: [email protected]
Alternative Remit To
Stantec Consulting Services Inc.
(SCSI)
13980 Collections Center Drive
Chicago IL 60693
United States
Federal Tax ID
11-2167170
Project Description: City of Ripon Test Well
Stantec Project Manager: Butler, Thomas W
Contract No: PSA
Contract Date: March 12, 2024
Authorization Amount: $298,921.00
Authorization Previously Billed: $199,057.59
Authorization Budget Remaining: $86,413.31
Authorization Billed to Date: $212,507.69
Current Invoice Due: $13,450.10
For Period Ending: October 31, 2025
Email invoices to: Carla Rodriguez / [email protected] Cc: James Pease / [email protected]
Work completed this period involved production of the Well 9 condition assessment.
1.2.A.a
Packet Pg. 33
Attachment: Invoice 2488150_Stantec (4927 : Stantec)
INVOICE Page 2 of 2
Invoice Number 2488150
Project Number 184031834
Top Task 100 City of Ripon Test Well
Professional Services
Category/Employee Hours Rate Current
Amount
Butler, Thomas W 49.00 274.00 13,426.00
49.00 13,426.00
Ludden, Nadine A (Dina) 0.10 241.00 24.10
0.10 24.10
Professional Services Subtotal 49.10 13,450.10
Top Task 100 Total 13,450.10
Total Fees & Disbursements $13,450.10
INVOICE TOTAL (USD) $13,450.10
1.2.A.a
Packet Pg. 34
Attachment: Invoice 2488150_Stantec (4927 : Stantec)
INVOICE Page 1 of 2
Invoice Number 2500238
Invoice Date December 12, 2025
Customer Number 84626
Project Number 184031834
Net Due in 30 Days or in accordance with terms of the contract Stantec will not change our banking information. If you receive a request noting our banking information has changed, please contact your Stantec Project Manager
Bill To
City of Ripon, CA
Accounts Payable
259 N Wilma Avenue
Ripon CA 95366
United States
EFT/ACH Remit To (Preferred)
Stantec Consulting Services Inc. (SCSI)
Bank of America
ABA No. : 111000012
Account No: 3752096026
Email Remittance: [email protected]
Alternative Remit To
Stantec Consulting Services Inc.
(SCSI)
13980 Collections Center Drive
Chicago IL 60693
United States
Federal Tax ID
11-2167170
Project Description: City of Ripon Test Well
Stantec Project Manager: Butler, Thomas W
Contract No: PSA
Contract Date: March 12, 2024
Authorization Amount: $298,921.00
Authorization Previously Billed: $212,507.69
Authorization Budget Remaining: $85,865.31
Authorization Billed to Date: $213,055.69
Current Invoice Due: $548.00
For Period Ending: December 12, 2025
Email invoices to: Carla Rodriguez / [email protected] Cc: James Pease / [email protected]
Work Completed this period involved finalization of the well 9 condition assessment report.
Final Invoice.
1.2.A.b
Packet Pg. 35
Attachment: Invoice 2500238_Stantec (4927 : Stantec)
INVOICE Page 2 of 2
Invoice Number 2500238
Project Number 184031834
Top Task 100 City of Ripon Test Well
Professional Services
Category/Employee Hours Rate Current
Amount
Butler, Thomas W 2.00 274.00 548.00
2.00 548.00
Professional Services Subtotal 2.00 548.00
Top Task 100 Total 548.00
Total Fees & Disbursements $548.00
INVOICE TOTAL (USD) $548.00
1.2.A.b
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Attachment: Invoice 2500238_Stantec (4927 : Stantec)
December 4, 2025
[email protected]
Kevin Werner
City of Ripon
RE: N Ripon Rd River Rd Traffic Signal Design
Enclosed is invoice number 190185 for $10,588.50 dated November 5, 2025 for costs incurred from September 27, 2025 through October 31, 2025 for the above referenced project.
Tasks completed this period include the following:
• 30% PS&E package (Signal, Signing/Striping, Interconnect) • Cost estimate
• Setup lighting analysis, will submit once pole locations are confirmed by City We appreciate the opportunity to assist you on this project. Please call if you have any questions.
Sincerely,
FEHR & PEERS
Evan Mori
Engineer/Planner
RS25-4414.00
1.2.B.a
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Attachment: Invoice 190185_Fehr & Peers (4928 : Fehr & Peers) Project Manager Evan Mori
Kevin Werner
City of Ripon
259 N. Wilma Avenue
Ripon, CA 95366
November 05, 2025
Project No: RS25-4414.00
Invoice No: 190185
Project RS25-4414.00 N Ripon Rd River Rd Traffic Signal Design Professional Services for the Period: September 27, 2025 to October 31, 2025 Professional Personnel
Hours Rate Amount
Senior Associate I
Murphy, Danny 4.50 280.00 1,260.00
Engineer/Planner II
Mori, Evan 51.25 155.00 7,943.75
Senior Project Accountant II
Molina-Pastorius, Kayleigh 1.00 190.00 190.00
Senior Project Coordinator
Delgado, Lacy 4.50 175.00 787.50
Totals 61.25 10,181.25
Total Labor 10,181.25
Reimbursable Expenses
Technology and Security Fee 407.25
Total Reimbursables 407.25 407.25
Budget Summary Current Prior To-Date
Total Billings 10,588.50 1,734.15 12,322.65
Total Budget 39,750.00
Remaining Budget 27,427.35
TOTAL CURRENT INVOICE AMOUNT DUE: $10,588.50
Current Invoice Prior Billed Billed To Date
Billing Summary 10,588.50 1,734.15 12,322.65
IMPORTANT NOTICE:
BANK: City National Bank
ACH ABA: 122016066
ACCOUNT: 682123753
Other than Fehr & Peers’ invoices received from a known email address, any requests received by email to change or update our bank account details or to transfer funds electronically must be confirmed by a phone call to the number provided on our invoice.
We appreciate your cooperation in our attempt to reduce cybercrime and avoid theft.
ACH REMITTANCE INFO:
1.2.B.a
Packet Pg. 38
Attachment: Invoice 190185_Fehr & Peers (4928 : Fehr & Peers) December 19, 2025
[email protected]
Kevin Werner
City of Ripon
RE: N Ripon Rd River Rd Traffic Signal Design
Enclosed is invoice number 191662 for $579.80 dated December 15, 2025 for costs incurred from November 1, 2025 through November 28, 2025 for the above referenced project.
Tasks completed this period include the following:
- Coordinated updating schedule with Civil
- Incorporated minor formatting changes to working planset for next submittal We appreciate the opportunity to assist you on this project. Please call if you have any questions.
Sincerely,
FEHR & PEERS
Evan Mori
Engineer/Planner
RS25-4414.00
1.2.B.b
Packet Pg. 39
Attachment: Invoice 191662_Fehr & Peers (4928 : Fehr & Peers) Project Manager Evan Mori
Kevin Werner
City of Ripon
259 N. Wilma Avenue
Ripon, CA 95366
December 15, 2025
Project No: RS25-4414.00
Invoice No: 191662
Project RS25-4414.00 N Ripon Rd River Rd Traffic Signal Design Professional Services for the Period: November 01, 2025 to November 28, 2025 Professional Personnel
Hours Rate Amount
Senior Associate I
Murphy, Danny 1.00 280.00 280.00
Senior Project Accountant II
Molina-Pastorius, Kayleigh 1.00 190.00 190.00
Senior Project Coordinator
Delgado, Lacy .50 175.00 87.50
Totals 2.50 557.50
Total Labor 557.50
Reimbursable Expenses
Technology and Security Fee 22.30
Total Reimbursables 22.30 22.30
Budget Summary Current Prior To-Date
Total Billings 579.80 12,322.65 12,902.45
Total Budget 39,750.00
Remaining Budget 26,847.55
TOTAL CURRENT INVOICE AMOUNT DUE: $579.80
Current Invoice Prior Billed Billed To Date
Billing Summary 579.80 12,322.65 12,902.45
Outstanding Invoices
Invoice Number Invoice Date Balance
190185 11/5/2025 10,588.50
Total 10,588.50
1.2.B.b
Packet Pg. 40
Attachment: Invoice 191662_Fehr & Peers (4928 : Fehr & Peers) Project RS25-4414.00 N Ripon River Rd Traffic Signal Design Invoice 191662 IMPORTANT NOTICE: Other than Fehr & Peers’ invoices received from a known email address, any requests received by email to change or update our bank account details or to transfer funds electronically must be confirmed by a phone call to the number provided on our invoice.
We appreciate your cooperation in our attempt to reduce cybercrime and avoid theft.
ACCOUNT: 682123753
ACH REMITTANCE INFO: BANK: City National Bank
ACH ABA: 122016066
1.2.B.b
Packet Pg. 41
Attachment: Invoice 191662_Fehr & Peers (4928 : Fehr & Peers) 0 Invoice Date: 12/31/25
AR Invoice: AR038249
DUE UPON RECEIPT
STOCKTON, CA 95205
[email protected]
SAN JOAQUIN REGIONAL TRANSIT DISTRICT
421 EAST WEBER AVE
ATTENTION: ACCOUNTS RECEIVABLE
(209) 943‐1111
RIPON CA 95366
259 N WILMA AVE
CITY OF RIPON
To: Customer: C01524
INVOICE
Description Qty Unit Price Extended Price Payments Amt Due December 2025 40 56.93 2,312.50 0.00 $2,312.50
Total Due $2,312.50
STOCKTON, CA 95202
Total Payment:
12/31/25
Total Due: $2,312.50
Invoice Date:
SAN JOAQUIN REGIONAL TRANSIT DISTRICT
ATTENTION: ACCOUNTS RECEIVABLE
421 EAST WEBER AVE
AR038249
C01524
AR Invoice:
Customer:
PLEASE RETURN THIS PORTION WITH YOUR PAYMENT
1.2.C.a
Packet Pg. 42
Attachment: Invoice AR038249_SJRTD (4929 : SJRTD)
Siegfried Engineering, Inc. - 3428 Brookside Road, Stockton, CA 95219 tel:(209) 943-2021 - fax:(209) 942-0214 - tax ID #94-1648794 This is an invoice for professional services and is due upon presentation. Any amounts not paid within thirty (30) days of the billing date shall be considered delinquent and shall bear a service charge, from date of billing, of one and one-half percent (1 1/2 %) per month on the unpaid balance.
Page: 1 of 1
City of Ripon
Attn: James Pease
259 N. Wilma Ave
Ripon, CA 95366
3001 Topographic & Boundary Survey 17,000.00 16,982.50 16,982.50 0.00 1004 Project Management & Coordination
with COR
18,000.00 585.50 585.50 0.00
1003 Construction Documents (100%) 40,000.00 0.00 0.00 0.00 1002 Design Development (60%) 25,000.00 0.00 0.00 0.00
1001 Schematic Design (30%) 25,000.00 24,993.25 18,797.75 6,195.50 Contract Total 125,000.00 42,561.25 36,365.75 6,195.50
Item Description
Contract
Amount Billed To Date
Previously
Billed Current Billed
Project Engineer 15.50 186.00 $2,883.00
Principal 13.25 250.00 $3,312.50
Professional Services Subtotal 28.75 $6,195.50
Professional Services
Employee Type Hours Rate Amount
1001 Subtotal $6,195.50
1001 - Schematic Design (30%)
$6,195.50
Contract: 25119
River Rd and N Ripon Rd Traffic Signal & Intersection Improvements Effort for the 30% plans and cost estimate.
Invoice Number: 51088
Date: 12/15/2025
Engineering Services through November 30, 2025
1.2.D.a
Packet Pg. 43
Attachment: Invoice 51088_Siegfried (4930 : Siegfried Engineering, Inc.)
1.2.E.a
Packet Pg. 44
Attachment: Price Paige (4935 : Price Paige & Company)
Please make check payable to CSJVRMA and remit payment to the above address.
Delinquent amounts shall be assessed a 1% penalty plus interest at a rate of 10% per annum.
CSJVRMA ACCEPTS ELECTRONIC PAYMENTS
To obtain ACH/wiring instructions, please contact
Joe Roy, Finance Manager or Vlad Tsering, Accounting Associate [email protected] (916) 244-1155 ~ [email protected] (916) 244-1141
CSJVRMA INVOICE
1750 Creekside Oaks Dr Invoice #: INV0445
Suite 200 Invoice Date: 12/19/2025
Sacramento, CA 95833 Due Date: 02/02/2026
Bill To:
CITY OF RIPON
259 NORTH WILMA AVENUE
RIPON, CA 95366
United States
Description Amount
3rd Quarter Workers' Compensation Program Premium $170,646.00 3rd Quarter Liability Program Premium $136,509.00
Amount Due $307,155.00
1.2.F.a
Packet Pg. 45
Attachment: CSJVRMA Q3 (4936 : CSJVRMA 2025/2026 3rd Quarter) Pavletic Consulting LLC
2014 Mann Parkway, Celina, TX 75009
Phone 510.439.6264
To: City of Ripon Project No.: 202502
259 N. Wilma Avenue Invoice No.: 202502-02
Ripon, CA 95366 Date: December 29, 2025
Attention: Mr. Kevin Werner
Sent Via Email to: [email protected]
Subject: Water, Sewer and Garbage Fund FY26 - FY30 Rate Study Billing Period: June 30, 2025 through December 28, 2025 Billing Number: 2
Reference: Agreement dated February 11, 2025
Contact: Tommy Pavletic, 510.439.6264
WATER Hours Rate Billing Amount
Task 1 - Develop Customer Use Characteristics 1.00 $160.00 $160.00 Task 2 - Develop Financial Plan / Revenue Requirements 7.00 $160.00 $1,120.00 Task 3 - Develop Rate Alternatives 6.00 $160.00 $960.00 Task 4 - Prepare Preliminary, Draft and Final Reports 11.00 $160.00 $1,760.00 Task 5 - Prepare Presentations/Attend Meetings 0.00 $160.00 $0.00 Total Labor 25.00 $4,000.00
SEWER Hours Rate Billing Amount
Task 1 - Develop Customer Use Characteristics 0.00 $160.00 $0.00 Task 2 - Develop Financial Plan / Revenue Requirements 0.50 $160.00 $80.00 Task 3 - Develop Rate Alternatives 2.50 $160.00 $400.00 Task 4 - Prepare Preliminary, Draft and Final Reports 10.50 $160.00 $1,680.00 Task 5 - Prepare Presentations/Attend Meetings 0.00 $160.00 $0.00 Total Labor 13.50 $2,160.00
GARBAGE Hours Rate Billing Amount
Task 1 - Develop Customer Use Characteristics 8.00 $160.00 $1,280.00 Task 2 - Develop Financial Plan / Revenue Requirements 0.50 $160.00 $80.00 Task 3 - Develop Rate Alternatives 3.50 $160.00 $560.00 Task 4 - Prepare Preliminary, Draft and Final Reports 11.00 $160.00 $1,760.00 Task 5 - Prepare Presentations/Attend Meetings 0.00 $160.00 $0.00 Total Labor 23.00 $3,680.00
AMOUNT DUE THIS INVOICE 61.50 $9,840.00
Payment is due within 30 days of receipt of invoice, interest on the unpaid balance will accrue beginning with the 31st day at the rate of 1.5 percent per month or the maximum interest permitted by law, whichever is lesser. Page: 1
1.2.G.a
Packet Pg. 46
Attachment: Invoice 202502-02_Pavletic Consulting (4938 : Pavletic Consulting, LLC) Pavletic Consulting LLC
2014 Mann Parkway, Celina, TX 75009
Phone 510.439.6264
To: City of Ripon Project No.: 202502
259 N. Wilma Avenue Invoice No.: 202502-02
Ripon, CA 95366 Date: December 29, 2025
Attention: Mr. Kevin Werner
Sent Via Email to: [email protected]
Subject: Water, Sewer and Garbage Fund FY26 - FY30 Rate Study Billing Period: June 30, 2025 through December 28, 2025 Billing Number: 2
Reference: Agreement dated February 11, 2025
Contact: Tommy Pavletic, 510.439.6264
WORK PROGRESS (week beginning date)
30-Jun-25 no activity
7-Jul-25 no activity
14-Jul-25 no activity
21-Jul-25 receive "2026_wtr_rates_fy26-32_v00-0_kw1.xlsx" from KW on Jul 24; review KW updates of wtr model and reply on Jul 24 with talking points for discussion;
28-Jul-25 ZOOM w/KW on Jul 29 to review the FY25-FY30 water rate model source data, cash flow, and formulas for evaluating alternative 1) CIP expenditures and funding; and 2) expenditures; send "2026_wtr_rates_fy26-32_v01-0.xlsx" to KW on Jul 29; add worksheets and formulas to water model for testing alternative budget and CIP worksheets; prepare 16-year SF bill comparison; develop water cash flow alternatives dashboard and test scenarios; send "ripon_2026_wtr_rates_fy26-30_v02.xlsx" to KW on Jul 30 4-Aug-25 receive "2026_gbg_rates_fy26-32_v00-0_kw.xlsx" from KW on Aug 9; 11-Aug-25 no activity
18-Aug-25 no activity
25-Aug-25 no activity
1-Sep-25 no activity
8-Sep-25 receive "Enterprise Operating Budget Summary_20250421.xlsx" from KW on Sep 13 15-Sep-25 no activity
22-Sep-25 no activity
29-Sep-25 TEAMS w/KW on Oct 2 to review the FY25-FY30 rate models source data, cash flow, and formulas for evaluating alternative; review wtr-swr-gbg rate models; send 2026_wtr-swr-gbg_bills_fy14-fy30.xlsx and v2 of wtr-swr-gbg rate models to KW on Oct 3; 6-Oct-25 TEAMS w/Lisa Roos (LR) on Oct 9 to review garbage rate calculations; receive "Utility Rates 2022-Calculations for future years.xlsx" from LR on Oct 9; update gbg model formulas for FY26-FY32 and send gbg model v2_rev1 to LR for review on Oct 10; update wtr-swr-gbg bills history to include FY06-FY14 data and send to LR for missing data and review on Oct 10; receive email from LR on Oct 10 re: gbg rate calcs; make revisions to gbg rates and save a v2_rev2; prepare prelim rate study report; 13-Oct-25 TEAMS w/LR on Oct 13 to review garbage rate calculations; send gbg model v2_rev3 to LR on Oct 13; receive additional garbage rate data from LR on Oct 15; update garbage rate model on Oct 16; update rate survey; send gbg model to LR on Oct 16 re:
number of units for new rate categories; prepare d0_model_v3 prelim report; send 2025 ripon_wtr-swr-gbg-rpt_d0_models_v3.docx and excel files w/tables and figures to KW on Oct 16; 20-Oct-25 TEAMS w/KW on Oct 20 to review the FY25-FY30 rate models and prelim report document; update models and prelim report; send 2025 ripon_wtr-swr-gbg-rpt_d1_models_v4.docx and excel files w/tables and figures to KW on Oct 20; receive 2025 ripon_wtr-swr-gbg-prelim_rpt_d1_models_v4_kw.xlsx from KW on Oct 23; send 2025 ripon_wtr-swr-gbg-rpt_d2_models_v5.docx and excel files w/tables and figures to KW on Oct 24 27-Oct-25 receive updated expenditure values for water and garbage funds, and garbage bills for other cities, from KW on Oct 28; send 2025 ripon_wtr-swr-gbg-rpt_d3_models_v6.docx and excel files w/tables and figures to KW on Oct 29 3-Nov-25 receive updated expenditure values for water and garbage funds from KW on Nov 03; updated models and report and send 2025 ripon_wtr-swr-gbg-draft_rpt_d4_models_v7.pdf and Word and Excel files w/tables and figures to KW on Nov 04 10-Nov-25 no activity
17-Nov-25 no activity
24-Nov-25 no activity
1-Dec-25 no activity
8-Dec-25 no activity
15-Dec-25 no activity
22-Dec-25 no activity
Payment is due within 30 days of receipt of invoice, interest on the unpaid balance will accrue beginning with the 31st day at the rate of 1.5 percent per month or the maximum interest permitted by law, whichever is lesser. Page: 1
1.2.G.a
Packet Pg. 47
Attachment: Invoice 202502-02_Pavletic Consulting (4938 : Pavletic Consulting, LLC) Pavletic Consulting LLC
2014 Mann Parkway, Celina, TX 75009
Phone 510.439.6264
Water Rates
Week Begin Task Total Cumulative
Monday 001 002 003 004 005 Hours % Hours % Inv
9-Jun-25 0.0 0.0% 0.0 0.0%
16-Jun-25 4.0 8.0 12.0 25.5% 12.0 25.5%
23-Jun-25 0.0 0.0% 12.0 25.5% No. 1
30-Jun-25 0.0 0.0% 12.0 25.5%
7-Jul-25 0.0 0.0% 12.0 25.5%
14-Jul-25 0.0 0.0% 12.0 25.5%
21-Jul-25 0.5 1.0 1.5 3.2% 13.5 28.7%
28-Jul-25 0.5 5.0 4.0 9.5 20.2% 23.0 48.9%
4-Aug-25 0.0 0.0% 23.0 48.9%
11-Aug-25 0.0 0.0% 23.0 48.9%
18-Aug-25 0.0 0.0% 23.0 48.9%
25-Aug-25 0.0 0.0% 23.0 48.9%
1-Sep-25 0.0 0.0% 23.0 48.9%
8-Sep-25 0.0 0.0% 23.0 48.9%
15-Sep-25 0.0 0.0% 23.0 48.9%
22-Sep-25 0.0 0.0% 23.0 48.9%
29-Sep-25 1.0 2.0 3.0 6.4% 26.0 55.3%
6-Oct-25 2.0 2.0 4.3% 28.0 59.6%
13-Oct-25 7.0 7.0 14.9% 35.0 74.5%
20-Oct-25 1.0 1.0 2.1% 36.0 76.6%
27-Oct-25 0.5 0.5 1.1% 36.5 77.7%
3-Nov-25 0.5 0.5 1.1% 37.0 78.7%
10-Nov-25 0.0 0.0% 37.0 78.7%
17-Nov-25 0.0 0.0% 37.0 78.7%
24-Nov-25 0.0 0.0% 37.0 78.7%
1-Dec-25 0.0 0.0% 37.0 78.7%
8-Dec-25 0.0 0.0% 37.0 78.7%
15-Dec-25 0.0 0.0% 37.0 78.7%
22-Dec-25 0.0 0.0% 37.0 78.7% No. 2
Total FY26 5.00 15.00 6.00 11.00 0.00 37.00 78.7%
Budget * 8.00 15.00 7.00 10.00 7.00 47.00
% Spent 63% 100% 86% 110% 0% 79%
* 28 Hours Budgeted and Spent for Task 006 are for FY27-FY30 and are not shown in this invoice.
Legend
Task 1 - Develop Customer Use Characteristics Task 4 - Prepare Preliminary, Draft and Final Reports Task 2 - Develop Financial Plan / Revenue Requirements Task 5 - Prepare Presentations/Attend Meetings Task 3 - Develop Rate Alternatives
Payment is due within 30 days of receipt of invoice, interest on the unpaid balance will accrue beginning with the 31st day at the rate of 1.5 percent per month or the maximum interest permitted by law, whichever is lesser. Page: 2
1.2.G.a
Packet Pg. 48
Attachment: Invoice 202502-02_Pavletic Consulting (4938 : Pavletic Consulting, LLC) Pavletic Consulting LLC
2014 Mann Parkway, Celina, TX 75009
Phone 510.439.6264
Sewer Rates
Week Begin Task Total Cumulative
Monday 001 002 003 004 005 Hours % Hours % Inv
9-Jun-25 0.0 0.0% 0.0 0.0%
16-Jun-25 4.0 8.0 12.0 25.5% 12.0 25.5%
23-Jun-25 0.0 0.0% 12.0 25.5% No. 1
30-Jun-25 0.0 0.0% 12.0 25.5%
7-Jul-25 0.0 0.0% 12.0 25.5%
14-Jul-25 0.0 0.0% 12.0 25.5%
21-Jul-25 0.0 0.0% 12.0 25.5%
28-Jul-25 0.0 0.0% 12.0 25.5%
4-Aug-25 0.0 0.0% 12.0 25.5%
11-Aug-25 0.0 0.0% 12.0 25.5%
18-Aug-25 0.0 0.0% 12.0 25.5%
25-Aug-25 0.0 0.0% 12.0 25.5%
1-Sep-25 0.0 0.0% 12.0 25.5%
8-Sep-25 0.0 0.0% 12.0 25.5%
15-Sep-25 0.0 0.0% 12.0 25.5%
22-Sep-25 0.0 0.0% 12.0 25.5%
29-Sep-25 0.5 2.0 2.5 5.3% 14.5 30.9%
6-Oct-25 2.0 2.0 4.3% 16.5 35.1%
13-Oct-25 7.0 7.0 14.9% 23.5 50.0%
20-Oct-25 0.5 1.0 1.5 3.2% 25.0 53.2%
27-Oct-25 0.0 0.0% 25.0 53.2%
3-Nov-25 0.5 0.5 1.1% 25.5 54.3%
10-Nov-25 0.0 0.0% 25.5 54.3%
17-Nov-25 0.0 0.0% 25.5 54.3%
24-Nov-25 0.0 0.0% 25.5 54.3%
1-Dec-25 0.0 0.0% 25.5 54.3%
8-Dec-25 0.0 0.0% 25.5 54.3%
15-Dec-25 0.0 0.0% 25.5 54.3%
22-Dec-25 0.0 0.0% 25.5 54.3% No. 2
Total FY26 4.00 8.50 2.50 10.50 0.00 25.50 54.3%
Budget * 8.00 15.00 7.00 10.00 7.00 47.00
% Spent 50% 57% 36% 105% 0% 54%
* 28 Hours Budgeted and Spent for Task 006 are for FY27-FY30 and are not shown in this invoice.
Legend
Task 1 - Develop Customer Use Characteristics Task 4 - Prepare Preliminary, Draft and Final Reports Task 2 - Develop Financial Plan / Revenue Requirements Task 5 - Prepare Presentations/Attend Meetings Task 3 - Develop Rate Alternatives
Payment is due within 30 days of receipt of invoice, interest on the unpaid balance will accrue beginning with the 31st day at the rate of 1.5 percent per month or the maximum interest permitted by law, whichever is lesser. Page: 3
1.2.G.a
Packet Pg. 49
Attachment: Invoice 202502-02_Pavletic Consulting (4938 : Pavletic Consulting, LLC) Pavletic Consulting LLC
2014 Mann Parkway, Celina, TX 75009
Phone 510.439.6264
Garbage Rates
Week Begin Task Total Cumulative
Monday 001 002 003 004 005 Hours % Hours % Inv
9-Jun-25 0.0 0.0% 0.0 0.0%
16-Jun-25 4.0 8.0 12.0 25.5% 12.0 25.5%
23-Jun-25 0.0 0.0% 12.0 25.5% No. 1
30-Jun-25 0.0 0.0% 12.0 25.5%
7-Jul-25 0.0 0.0% 12.0 25.5%
14-Jul-25 0.0 0.0% 12.0 25.5%
21-Jul-25 0.0 0.0% 12.0 25.5%
28-Jul-25 0.0 0.0% 12.0 25.5%
4-Aug-25 2.0 2.0 4.3% 14.0 29.8%
11-Aug-25 0.0 0.0% 14.0 29.8%
18-Aug-25 0.0 0.0% 14.0 29.8%
25-Aug-25 0.0 0.0% 14.0 29.8%
1-Sep-25 0.0 0.0% 14.0 29.8%
8-Sep-25 0.0 0.0% 14.0 29.8%
15-Sep-25 0.0 0.0% 14.0 29.8%
22-Sep-25 0.0 0.0% 14.0 29.8%
29-Sep-25 0.5 2.0 2.5 5.3% 16.5 35.1%
6-Oct-25 4.0 2.0 6.0 12.8% 22.5 47.9%
13-Oct-25 2.0 1.0 7.0 10.0 21.3% 32.5 69.1%
20-Oct-25 0.5 1.0 1.5 3.2% 34.0 72.3%
27-Oct-25 0.5 0.5 1.1% 34.5 73.4%
3-Nov-25 0.5 0.5 1.1% 35.0 74.5%
10-Nov-25 0.0 0.0% 35.0 74.5%
17-Nov-25 0.0 0.0% 35.0 74.5%
24-Nov-25 0.0 0.0% 35.0 74.5%
1-Dec-25 0.0 0.0% 35.0 74.5%
8-Dec-25 0.0 0.0% 35.0 74.5%
15-Dec-25 0.0 0.0% 35.0 74.5%
22-Dec-25 0.0 0.0% 35.0 74.5% No. 2
Total FY26 12.00 8.50 3.50 11.00 0.00 35.00 74.5%
Budget * 8.00 15.00 7.00 10.00 7.00 47.00
% Spent 150% 57% 50% 110% 0% 74%
* 28 Hours Budgeted and Spent for Task 006 are for FY27-FY30 and are not shown in this invoice.
Legend
Task 1 - Develop Customer Use Characteristics Task 4 - Prepare Preliminary, Draft and Final Reports Task 2 - Develop Financial Plan / Revenue Requirements Task 5 - Prepare Presentations/Attend Meetings Task 3 - Develop Rate Alternatives
Payment is due within 30 days of receipt of invoice, interest on the unpaid balance will accrue beginning with the 31st day at the rate of 1.5 percent per month or the maximum interest permitted by law, whichever is lesser. Page: 4
1.2.G.a
Packet Pg. 50
Attachment: Invoice 202502-02_Pavletic Consulting (4938 : Pavletic Consulting, LLC) Pavletic Consulting LLC
2014 Mann Parkway, Celina, TX 75009
Phone 510.439.6264
To: City of Ripon Project No.: 202502
259 N. Wilma Avenue Invoice No.: 202502-02
Ripon, CA 95366 Date: December 29, 2025
Attention: Mr. Kevin Werner
Water, Sewer and Garbage Fund FY26 - FY30 Rate Study
SUMMARY OF ACCOUNT
Total This Prior Invoiced Total Invoiced
Item Budget Invoice To Date To Date
WATER
Task 1 - Develop Customer Use Characteristics $1,280.00 $160.00 $640.00 $800.00 Task 2 - Develop Financial Plan / Revenue Requirements $2,400.00 $1,120.00 $1,280.00 $2,400.00 Task 3 - Develop Rate Alternatives $1,120.00 $960.00 $0.00 $960.00 Task 4 - Prepare Preliminary, Draft and Final Reports $1,600.00 $1,760.00 $0.00 $1,760.00 Task 5 - Prepare Presentations/Attend Meetings $1,120.00 $0.00 $0.00 $0.00 Total Labor $7,520.00 $4,000.00 $1,920.00 $5,920.00
SEWER
Task 1 - Develop Customer Use Characteristics $1,280.00 $0.00 $640.00 $640.00 Task 2 - Develop Financial Plan / Revenue Requirements $2,400.00 $80.00 $1,280.00 $1,360.00 Task 3 - Develop Rate Alternatives $1,120.00 $400.00 $0.00 $400.00 Task 4 - Prepare Preliminary, Draft and Final Reports $1,600.00 $1,680.00 $0.00 $1,680.00 Task 5 - Prepare Presentations/Attend Meetings $1,120.00 $0.00 $0.00 $0.00 Total Labor $7,520.00 $2,160.00 $1,920.00 $4,080.00
GARBAGE
Task 1 - Develop Customer Use Characteristics $1,280.00 $1,280.00 $640.00 $1,920.00 Task 2 - Develop Financial Plan / Revenue Requirements $2,400.00 $80.00 $1,280.00 $1,360.00 Task 3 - Develop Rate Alternatives $1,120.00 $560.00 $0.00 $560.00 Task 4 - Prepare Preliminary, Draft and Final Reports $1,600.00 $1,760.00 $0.00 $1,760.00 Task 5 - Prepare Presentations/Attend Meetings $1,120.00 $0.00 $0.00 $0.00 Total Labor $7,520.00 $3,680.00 $1,920.00 $5,600.00
TOTAL * $22,560.00 $9,840.00 $5,760.00 $15,600.00
* Totals and Budget Remaining excludes 28 Hours and $13,440 Budgeted for Task 006 for FY27-FY30.
TOTAL PAID TO DATE $5,760.00
BALANCE OUTSTANDING $9,840.00
BUDGET REMAINING * $6,960.00
* Totals and Budget Remaining excludes 28 Hours and $13,440 Budgeted for Task 006 for FY27-FY30.
Payment is due within 30 days of receipt of invoice, interest on the unpaid balance will accrue beginning with the 31st day at the rate of 1.5 percent per month or the maximum interest permitted by law, whichever is lesser. Page: 5
1.2.G.a
Packet Pg. 51
Attachment: Invoice 202502-02_Pavletic Consulting (4938 : Pavletic Consulting, LLC) John Andoh
1500 Crossing Place, Apt 415, Austin, TX 78741
(209) 321-1334
Carla Rodriguez
City of Ripon
259 N. Wilma Avenue
Ripon, CA 95366
Date Description Hours Hourly Rate Subtotal
8/31/2025 August 2025 FY 25/26 Transit Assistance 8.00 $ 50.00 $ 400.00 9/30/2025 September 2025 FY 25/26 Transit Assistance 13.50 $ 50.00 $ 675.00 10/31/2025 October 2025 FY 25/26 Transit Assistance 20.00 $ 50.00 $ 1,000.00 11/31/25 November 2025 FY 25/26 Transit Assistance 17.50 $ 50.00 $ 875.00 12/31/2025 December 2025 FY 25/26 Transit Assistance 19.50 $ 50.00 $ 975.00 Subtotal $3,925.00
TOTAL DUE $3,925.00
Activities conducted in August:
Activities conducted in September:
Responded to questions, calls and emails regarding transit with Carla and Kevin, related to Caltrans, bus purchase, NTD, IAS-FD, provided details to LSC and microtransit in Lathrop, discussed with Caltrans on 5311 grant application for FFY25, and sought approval of RTD Amendment #8. Participated in ITC meeting.
Responded to questions, calls and emails regarding transit with Carla, related to Caltrans, NTD, IAS-FD, 5307 for Rail Station, DBE, discussed with Caltrans on 5311 grant application for FFY25, updated website links in Stanislaus County, RTD and SJCOG, updated BlackCat, provided LSC further details on costs options for microtransit, prepared ITC summary and participated in ITC meeting.
INVOICE 25-05
Customer
DATE: 12/31/25
1.2.H.a
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Attachment: Invoice 25-05_John Andoh (4939 : John Andoh) Activities conducted in October:
Activities conducted in November:
Activities conducted in December:
Responded to questions, calls and emails regarding transit with Carla, related to NTD, SB 125, IAD-FS Auditor, bus procurements, CAL ACT membership, 5311 and 5339 funding, submitted 5311 standard agreements for signature to Carla, discussed and provided sample 5311 reimbursements to Carla, met with IAS-FD auditor to answer questions on data, reconcile data to demonstrate where figures came from for IAS-FD auditor, prepared ITC summary. Provided examples of other bus models for consideration including minivan, Ford Transit and Promaster.
Responded to questions, calls and emails regarding transit with Carla, related to Caltrans grants, standard agreements, SB 125, IAD-FS, bus procurements, met with auditors on IAD-FS, discussed membership with CAL ACT, shared examples of 5311 reimbursements, updated weblinks, completed GTFS for NTD purposes, discussed with Caltrans on standard agreements, bus procurements and 5311 reimbursements.
Responded to questions, calls and emails regarding transit with Carla, related to NTD, regional bus transfers, bus procurement, finalized and submitted NTD report, prepared vehicle survey for CAL ACT, provided suggested website updates, provided regional bus transfer updates to Masabi and SJCOG, updated GTFS, prepare and submitted IAS-FD waiver, shared Van Go! information, connected LSC to RTD for microtransit information, followed up with Caltrans on 5311 and 5339 standard agreements, submitted 5339 standard agreement to Caltrans, participated at ITC meeting.
1.2.H.a
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Attachment: Invoice 25-05_John Andoh (4939 : John Andoh) Client Project #:
Project Name: City of Ripon Environmental Compliance
James Pease
City of Ripon
259 W Wilma Ave
Ripon, CA 95366
November 09, 2025
Project: No: 02671-25-002
Invoice No: 124917
Professional Services from October 01, 2025 to October 31, 2025 Phase: WAV Water Loss Audit Validation
Fee
Total Fee 5,500.00
Percent Complete 20.00
Previous Fee Billing 0.00
Current Fee Billing 1,100.00
Total Fee 1,100.00
Total this Phase: $1,100.00
Total this Invoice $1,100.00
*** Please make checks payable to Provost & Pritchard Consulting Group *** For billing inquiries, please email [email protected].
J. Pease
1/13/26
1.2.I.a
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Attachment: Invoice #124917 (4943 : Provost & Pritchard Consulting Group) Law Office of Thomas H. Terpstra, Jr.
P.O. Box 443
Ripon, CA 95366
United States
Phone: 209-985-9273
Invoice
Invoice Number 00114
Matter General
Date of Issue 12/31/2025
Payment Terms Due Date
Due Date 01/30/2026
Billed To
City of Ripon
259 North Wilma Avenue
Ripon, California 95366
United States
$6,289.40 due 01/30/2026
Time Entries
Date Attorney Description Hourly Rate Qty Line Total
12/01/2025 Tom Terpstra Meeting with K. Werner re city
matters.
$295.00 0.4 $118.00
12/02/2025 Tom Terpstra Continue reviewing ADU
ordinance examples and
researching re state
requirements and HCD/
Attorney General
enforcement.
$295.00 2.4 $708.00
12/03/2025 Tom Terpstra Continue working on ADU
ordinance.
$295.00 1.9 $560.50
12/05/2025 Tom Terpstra Continue working on ADU
ordinance.
$295.00 1.6 $472.00
12/08/2025 Tom Terpstra Brief weekly meeting with K.
Werner re City matters.
$295.00 0.2 $59.00
12/08/2025 Tom Terpstra Research potential conflict of
interest; call with
councilmember re same.
$295.00 1.11 $327.45
12/08/2025 Tom Terpstra Research and advise re public
comment re item
descriptions.
$295.00 0.4 $118.00
12/08/2025 Tom Terpstra Research and advise re HCD
ADU ordinance enforcement.
$295.00 0.9 $265.50
12/09/2025 Tom Terpstra Review staff report and
findings re rezoning for
Council approval.
$295.00 1.4 $413.00
12/09/2025 Tom Terpstra Prepare for and attend
Council meeting.
$295.00 1.9 $560.50
12/10/2025 Tom Terpstra Continue working on ADU
ordinance.
$295.00 1.9 $560.50
12/13/2025 Tom Terpstra Review and research re Oak
Grove park regulation and
history.
$295.00 1.6 $472.00
1.2.J.a
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Attachment: THT Jr Law Invoices - Ripon - December 2025 (4945 : Law Office of Thomas H. Terpstra, Jr.) 12/16/2025 Tom Terpstra Meeting with K. Werner re
City matters.
$295.00 0.4 $118.00
12/16/2025 Tom Terpstra Review correspondence from
public member re city
protocols.
$295.00 0.2 $59.00
12/19/2025 Tom Terpstra Review findings re minor site
plan for K. Zuidervaart.
$295.00 0.8 $236.00
12/22/2025 Tom Terpstra Weekly meeting with K.
Werner re City projects.
Meeting with K. Zuidervaart
re minor site review.
$295.00 1.11 $327.45
12/23/2025 Tom Terpstra Review site review staff
report and discuss with K.
Zuidervaart. Begin redlining
same.
$295.00 1.4 $413.00
12/24/2025 Tom Terpstra Review and revise staff report
re minor site review.
$295.00 0.8 $236.00
12/24/2025 Tom Terpstra Research and draft
correspondence to K. Werner
re upcoming building permit.
$295.00 0.9 $265.50
Time Entries Total: 21.32 $6,289.40
Total $6,289.40
Amount Due $6,289.40
Outstanding Invoices
Number Due Date Amount Payments Balance
00114 (current) 01/30/2026 $6,289.40 $0.00 $6,289.40
Outstanding Balance $6,289.40
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Attachment: THT Jr Law Invoices - Ripon - December 2025 (4945 : Law Office of Thomas H. Terpstra, Jr.) Law Office of Thomas H. Terpstra, Jr.
P.O. Box 443
Ripon, CA 95366
United States
Phone: 209-985-9273
Invoice
Invoice Number 00117
Matter Police Department
Date of Issue 12/30/2025
Payment Terms Due Upon Receipt
Due Date 01/28/2026
Billed To
City of Ripon
259 North Wilma Avenue
Ripon, California 95366
United States
$1,386.50 due 01/28/2026
Time Entries
Date Attorney Description Hourly Rate Qty Line Total
12/04/2025 Tom Terpstra Call with J. Heuvel re incident report request.
$295.00 0.2 $59.00
12/10/2025 Tom Terpstra Follow up with E. Ries re
administrative hearing.
$295.00 0.2 $59.00
12/17/2025 Tom Terpstra Prepare for and attend
arraignment for illegal
fireworks citation.
$295.00 1.7 $501.50
12/17/2025 Tom Terpstra Call with J. Heuvel re
personnel investigation
procedures.
$295.00 0.3 $88.50
12/18/2025 Tom Terpstra Research and advise re CPRA
request for investigatory
report.
$295.00 0.8 $236.00
12/18/2025 Tom Terpstra Research and draft response
re CPRA request re domestic
dispute.
$295.00 0.6 $177.00
12/18/2025 Tom Terpstra Conference with E. Ries and
Chief Sauer re administrative
hearing, call with Hearing
Officer re same,
$295.00 0.9 $265.50
Time Entries Total: 4.7 $1,386.50
Total $1,386.50
Amount Due $1,386.50
Outstanding Invoices
Number Due Date Amount Payments Balance
00117 (current) 01/28/2026 $1,386.50 $0.00 $1,386.50
Outstanding Balance $1,386.50
1.2.J.a
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Attachment: THT Jr Law Invoices - Ripon - December 2025 (4945 : Law Office of Thomas H. Terpstra, Jr.) Law Office of Thomas H. Terpstra, Jr.
P.O. Box 443
Ripon, CA 95366
United States
Phone: 209-985-9273
Invoice
Invoice Number 00116
Matter Private Development - Meadowood
Date of Issue 12/30/2025
Payment Terms Due Upon Receipt
Due Date 01/28/2026
Billed To
City of Ripon
259 North Wilma Avenue
Ripon, California 95366
United States
$646.50 due 01/28/2026
Time Entries
Date Attorney Description Hourly Rate Qty Line Total
12/04/2025 Tom Terpstra Review correspondence and
advise re grant deed.
$295.00 0.6 $177.00
12/22/2025 Tom Terpstra Review agenda re final map
approval, review SIA re map
conditions, discuss with K.
Werner.
$325.00 0.9 $292.50
12/23/2025 Tom Terpstra Prepare for and attend
special council meeting to
approve final map.
$295.00 0.6 $177.00
Time Entries Total: 2.1 $646.50
Total $646.50
Amount Due $646.50
Outstanding Invoices
Number Due Date Amount Payments Balance
00116 (current) 01/28/2026 $646.50 $0.00 $646.50
Outstanding Balance $646.50
1.2.J.a
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Attachment: THT Jr Law Invoices - Ripon - December 2025 (4945 : Law Office of Thomas H. Terpstra, Jr.) Basecamp Environmental, Inc.
802 West Lodi Avenue
Lodi, CA 95240
+12092248213
[email protected]
INVOICE
BILL TO
City of Ripon
259 N Wilma Ave.
Ripon, CA 95366
INVOICE # 52954
DATE 11/30/2025
DUE DATE 12/30/2025
TERMS Net 30
PROJECT
Ripon Bess Project CEQA
PERIOD DESCRIPTION QTY RATE AMOUNT
Principal 12 225.00 2,700.00
Ray Kapahi 1 1,313.00 1,313.00
1 131.30 131.30
Services through the invoice date. Coordination of
risk assessment, preparation of Initial Study.
Thank you. We appreciate your business.
BALANCE DUE $4,144.30
Pay invoice *Paid through Reimbursement Agreement with Lawson Drayage, Inc.* K. Zuidervaart
12/10/2025
1.2.K.a
Packet Pg. 59
Attachment: Invoice 52954 (4922 : BaseCamp Environmental, Inc.) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Lisa Roos, City Clerk & Finance Director
Date: 01/13/2026
Subject: TDA Audit FYE 6/30/2025
RECOMMENDED ACTION:
This resolution accepts the City of Ripon Transportation Development Act Fund, the Measure K Fund and the Transit Enterprise Fund Audit Report for the fiscal year ended June 30, 2025, prepared by Lance, Soll & Lunghard, LLP (LSL, CPAs).
BACKGROUND:
This audit is required by San Joaquin Council of Governments (SJCOG) because the City of Ripon receives Transportation Development Act, Measure K and Transit funds. LSL, CPAs does an audit of all funds for SJCOG and audits each city that rolls up into SJCOG’s consolidated audit.
DISCUSSION/ANALYSIS:
The audit of the City of Ripon Transportation Development Act Fund, the Measure K Fund and the Transit Enterprise Fund for the fiscal year ended June 30, 2025 has been completed by LSL, CPAs. As noted in the audit letter to the City Council, there were no difficulties encountered between the auditors and staff, and no disagreements between management and the auditors.
However, there was a significant audit finding related to internal controls referenced in the letter and on page 21 of the audit that the City was able to correct in 2025. The City of Ripon financials are based on a cash basis accounting methodology, where revenues and expenses are recorded when cash is received or paid. The TDA audit requires the accounting to be done using an accrual methodology. In order to satisfy this requirement, City staff manually does the accruals. During the audit period, an expenditure of $7,735 and a revenue of $47,604 were not properly booked.
FISCAL IMPACT:
None. This audit was funded by SJCOG.
1.3.B
Packet Pg. 60
Attachments:
1. 2025.06.30 SJCOG City of Ripon TDA Audit Communication Letter
2. 2025.06.30 SJCOG City of Ripon TDA Audit
1.3.B
Packet Pg. 61
RESOLUTION NO. 26-1
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
RIPON ACCEPTING THE CITY OF RIPON
TRANSPORTATION DEVELOPMENT ACT FUND, THE
MEASURE K FUND, AND THE TRANSIT ENTERPRISE
FUND AUDIT REPORT FOR THE FISCAL YEAR ENDED
JUNE 30, 2025
WHEREAS, the City of Ripon Transportation Development Act Fund, the Measure K Fund, and the Transit Enterprise Fund Audit Report for the year ended June 30, 2025 has now been completed and filed with the City of Ripon; and
WHEREAS, Lance, Soll and Lunghard, LLP, Certified Public Accountants, conducted the audit in accordance with generally accepted auditing standards and Government Auditing standards; and WHEREAS, the City of Ripon complied with respect to items tested.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Ripon accepts the City of Ripon Transportation Development Act Fund, the Measure K Fund, and the Transit Enterprise Fund Audit Report for the year ended June 30, 2025.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Ripon this 13th day of January, 2026, by the following vote:
RESULT: ADOPTED AS AMENDED BY CONSENT VOTE [UNANIMOUS]
MOVER: Daniel de Graaf, Council Member
SECONDER:Michael Restuccia, Council Member
AYES: Barton, Uecker, Restuccia, Zuber, de Graaf
THE CITY OF RIPON,
A Municipal Corporation
By ________________________________
GARY BARTON, Mayor
ATTEST:
By: ___________________________
LISA ROOS, City Clerk
1.3.B
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LSLCPAS.COM
December 23 ,2025
To the Members of the Board of Directors
San Joaquin Council of Governments
Stockton, California
To the Members of the City Council
City of Ripon
Ripon, California
We have audited the financial statements of the Transportation Development Act Fund (“TDA”) and Measure K Fund, allocated for non-transit purposes, and the Transit Enterprise Fund, (collectively the “Funds”) of the City of Ripon, California (the “City”) for the year ended June 30, 2025. Professional standards require that we provide you with information about our responsibilities under generally accepted auditing standards and Government Auditing Standards, as well as certain information related to the planned scope and timing of our audit. We have communicated such information in our letter to you dated May 5, 2025. Professional standards also require that we communicate to you the following information related to our audit.
Significant Audit Matters
Qualitative Aspects of Accounting Practices
Management is responsible for the selection and use of appropriate accounting policies. The significant accounting policies used by the Funds are described in the notes to the financial statements. No new accounting policies were adopted and the application of existing policies was not changed during the fiscal year ended June 30, 2025. We noted no transactions entered into by the City during the year for which there is a lack of authoritative guidance or consensus. All significant transactions have been recognized in the financial statements in the proper period.
Accounting estimates are an integral part of the financial statements prepared by management and are based on management’s knowledge and experience about past and current events and assumptions about future events.
Certain accounting estimates are particularly sensitive because of their significance to the financial statements and because of the possibility that future events affecting them may differ significantly from those expected.
The financial statement disclosures are neutral, consistent, and clear.
Difficulties Encountered in Performing the Audit
We encountered no significant difficulties in dealing with management in performing and completing our audit.
Corrected and Uncorrected Misstatements
Professional standards require us to accumulate all known and likely misstatements identified during the audit, other than those that are clearly trivial, and communicate them to the appropriate level of management.
Management has corrected all such misstatements. The material misstatements detected as a result of audit procedures, corrected by management, are described in detail in our separately issued Independent Auditors’ Report on Internal Control over Financial Reporting and on Compliance and Other Matters based on an Audit of Financial Statements Performed in Accordance with Government Auditing Standards dated December 23, 2025.
1.3.B.a
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit Communication Letter (26-1 : TDA Audit FYE 6/30/2025) To the Members of the Board of Directors To the Members of the City Council San Joaquin Council of Governments City of Ripon
Stockton, California Ripon, California
Disagreements with Management
For purposes of this letter, a disagreement with management is a financial accounting, reporting, or auditing matter, whether or not resolved to our satisfaction, that could be significant to the financial statements or the auditor’s report. We are pleased to report that no such disagreements arose during the course of our audit.
Management Representations
We have requested certain representations from management that are included in the management representation letter dated December 23, 2025.
Management Consultations with Other Independent Accountants In some cases, management may decide to consult with other accountants about auditing and accounting matters, similar to obtaining a “second opinion” on certain situations. If a consultation involves application of an accounting principle to the Funds’ financial statements or a determination of the type of auditor’s opinion that may be expressed on those statements, our professional standards require the consulting accountant to check with us to determine that the consultant has all the relevant facts. To our knowledge, there were no such consultations with other accountants.
Other Audit Findings or Issues
We generally discuss a variety of matters, including the application of accounting principles and auditing standards, with management each year prior to retention as the auditors of the Funds. However, these discussions occurred in the normal course of our professional relationship and our responses were not a condition to our retention.
Other Matters
We applied certain limited procedures to the budgetary comparison schedules for the TDA and Measure K Funds, allocated for non-transit purposes, which are required supplementary information (“RSI”) that supplements the basic financial statements. Our procedures consisted of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management’s responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We did not audit the RSI and do not express an opinion or provide any assurance on the RSI.
Future GASB Pronouncements
The following Government Accounting Standards Board (GASB) pronouncements will be effective for the following fiscal years’ audits and should be reviewed for proper implementation by management:
Fiscal Year 2025-2026
GASB Statement No. 103, Financial Reporting Model Improvements.
GASB Statement No. 104, Disclosure of Certain Capital Assets.
1.3.B.a
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit Communication Letter (26-1 : TDA Audit FYE 6/30/2025) To the Members of the Board of Directors To the Members of the City Council San Joaquin Council of Governments City of Ripon
Stockton, California Ripon, California
Future Projects
Comprehensive Project, Revenue and Expense Recognition.
Major Project, Going Concern Uncertainties and Severe Financial Stress.
Major Project, Infrastructure Assets.
Practice Issue, Subsequent Events.
Restriction on Use
This information is intended solely for the information and use of the Board of Directors of the San Joaquin Council of Governments and the City Council and management of the City and is not intended to be, and should not be, used by anyone other than these specified parties.
Very truly yours,
Sacramento, California
1.3.B.a
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit Communication Letter (26-1 : TDA Audit FYE 6/30/2025)
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES
AND TRANSIT ENTERPRISE FUND
FOR THE YEAR ENDED JUNE 30, 2025
INDEPENDENT AUDITORS’ REPORTS, FUND FINANCIAL STATEMENTS
REQUIRED SUPPLEMENTARY INFORMATION, AND
COMPLIANCE REPORT
1.3.B.b
Packet Pg. 66
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
CITY OF RIPON, CALIFORNIA
TRANSPORTATON DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES
AND TRANSIT ENTERPRISE FUND
Independent Auditors’ Reports, Fund Financial Statements, Required Supplementary Information, and
Compliance Report
For the Year Ended June 30, 2025
1.3.B.b
Packet Pg. 67
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES
AND TRANSIT ENTERPRISE FUND
Independent Auditors’ Reports, Fund Financial Statements, Required Supplementary Information, and
Compliance Report
For the Year Ended June 30, 2025
Table of Contents
Page
FINANCIAL SECTION
INDEPENDENT AUDITORS’ REPORT ..................................................................................................................... 1
FUND FINANCIAL STATEMENTS
Balance Sheets – Transportation Development Act and Measure K Funds Non-Transit Purposes .......................................................................................................................................... 4 Statements of Revenues, Expenditures, and Changes in Fund Balances – Transportation Development Act and Measure K Funds
Non-Transit Purposes .......................................................................................................................................... 5 Statements of Net Position – Transit Enterprise Fund ........................................................................................ 6 Statements of Revenues, Expenses, and Changes in Net Position – Transit Enterprise Fund ........................................................................................................................................ 7 Statements of Cash Flows – Transit Enterprise Fund ......................................................................................... 8 Notes to the Financial Statements .............................................................................................................................. 9
REQUIRED SUPPLEMENTARY INFORMATION
Budgetary Comparison Schedule – Transportation Development Act Fund .................................................... 15 Budgetary Comparison Schedule – Measure K Fund ....................................................................................... 16 Note to Required Supplementary Information ..................................................................................................... 17
OTHER REPORTS
Independent Auditors’ Report on Internal Control Over Financial Reporting and on Compliance and Other Matters Based on an Audit of the Fund Financial Statements Performed in Accordance with Government Auditing Standards and the Transportation Development Act .......................................................................................................... 19 Independent Auditors’ Report on State Compliance ......................................................................................... 22
1.3.B.b
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) LSLCPAS.COM
INDEPENDENT AUDITORS’ REPORT
To the Members of the Board of Directors
San Joaquin Council of Governments
Stockton, California
To the Members of the City Council
City of Ripon
Ripon, California
Report on the Audit of the Financial Statements
Opinions
We have audited the accompanying financial statements of the Transportation Development Act Fund and Measure K Fund, allocated for non-transit purposes, and the Transit Enterprise Fund (collectively the “Funds”) of the City of Ripon, California (the “City”), as of and for the year ended June 30, 2025, and the related notes to the financial statements, which collectively comprise the City’s basic financial statements as listed in the table of contents.
In our opinion, the financial statements referred to above present fairly, in all material respects, the respective financial position of the Funds, as of June 30, 2025, and the respective changes in financial position, and, where applicable, cash flows thereof, for the year then ended in accordance with accounting principles generally accepted in the United States of America.
We did not audit the financial statements of the City, which were relied upon for assurance over the cash balances, related investment earnings and related interfund activity with other City funds, represented within the Funds as of June 30, 2025. Those financial statements were audited by other auditors whose report has been furnished to us, and our opinion, insofar as it relates to the amounts included for cash balances, investment earnings and entity wide interfund activity, are based solely on the report of the other auditors.
Basis for Opinions
We conducted our audit in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States. Our responsibilities under those standards are further described in the Auditor’s Responsibilities for the Audit of the Financial Statements section of our report. We are required to be independent of the City and to meet our other ethical responsibilities, in accordance with the relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinions.
Emphasis of Matter
As described in Note 2 to the financial statements, these financial statements present only the Funds of the City and do not purport to, and do not, present fairly the financial position of the City as of June 30, 2025, and the changes in its financial position for the fiscal year then ended, in accordance with accounting principles generally accepted in the United States.
1.3.B.b
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) To the Members of the Board of Directors To the Members of the City Council San Joaquin Council of Governments City of Ripon
Stockton, California Ripon, California
Responsibilities of Management for the Financial Statements Management is responsible for the preparation and fair presentation of the financial statements in accordance with accounting principles generally accepted in the United States of America, and for the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error.
In preparing the financial statements, management is required to evaluate whether there are conditions or events, considered in the aggregate, that raise substantial doubt about the City’s ability to continue as a going concern for twelve months beyond the financial statement date, including any currently known information that may raise substantial doubt shortly thereafter.
Auditor’s Responsibilities for the Audit of the Financial Statements Our objectives are to obtain reasonable assurance about whether the financial statements as a whole are free from material misstatement, whether due to fraud or error, and to issue an auditor’s report that includes our opinions.
Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee that an audit conducted in accordance with generally accepted auditing standards and Government Auditing Standards will always detect a material misstatement when it exists. The risk of not detecting a material misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Misstatements are considered material if there is a substantial likelihood that, individually or in the aggregate, they would influence the judgment made by a reasonable user based on the financial statements.
In performing an audit in accordance with generally accepted auditing standards and Government Auditing Standards, we:
• Exercise professional judgment and maintain professional skepticism throughout the audit. • Identify and assess the risks of material misstatement of the financial statements, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the amounts and disclosures in the financial statements. • Obtain an understanding of internal control relevant to the audit in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control, as it relates to the Funds. Accordingly, no such opinion is expressed. • Evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluate the overall presentation of the financial statements.
We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit, significant audit findings, and certain internal control-related matters that we identified during the audit.
Required Supplementary Information
Accounting principles generally accepted in the United States of America require that the budgetary comparison schedules for the Funds, as listed on the table of contents, be presented to supplement the basic financial statements. Such information is the responsibility of management and, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. We have applied certain limited procedures to the required supplementary information in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management 2 1.3.B.b
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) To the Members of the Board of Directors To the Members of the City Council San Joaquin Council of Governments City of Ripon
Stockton, California Ripon, California
about the methods of preparing the information and comparing the information for consistency with management’s responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance.
Management has omitted the management’s discussion and analysis that accounting principles generally accepted in the United States of America require to be presented to supplement the basic financial statements. Such missing information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. Our opinion on the basic financial statements is not affected by this missing information.
Summarized Comparative Information
We have previously audited the financial statements of the Funds of the City’s 2024 financial statements for the year ended June 30, 2024, and expressed an unmodified audit opinion on those financial statements in our report dated December 13, 2024. In our opinion, the summarized comparative information presented herein as of and for the year ended June 30, 2024, is consistent, in all material respects, with the audited financial statements from which it has been derived.
Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards, we have also issued our report dated December 23, 2025, on our consideration of the City’s internal control over financial reporting, as it relates to the Funds, and on our tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements and other matters. The purpose of that report is solely to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City’s internal control over financial reporting or on compliance, as it relates to the Funds. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City’s internal control over financial reporting and compliance, as it relates to the Funds.
Sacramento, California
December 23, 2025
3 1.3.B.b
Packet Pg. 71
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) Transportation
Development Measure K
Act Fund Fund 2025 2024
Assets:
Cash and investments $ 4,041,478 44,274 $ 4,085,752 $ $ 3,599,298 Due from other agencies 873,937 93,554 967,491 387,899
Total Assets $ 918,211 $ 4,135,032 $ 5,053,243 $ 3,987,197 Fund Balances:
Restricted $ 918,211 $ 4,135,032 $ 5,053,243 $ 3,987,197 Total Fund Balances $ 918,211 $ 4,135,032 $ 5,053,243 $ 3,987,197 Totals
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES
Balance Sheets
June 30, 2025, with Comparative Totals
The accompanying notes are an integral part of these financial statements. 4 1.3.B.b
Packet Pg. 72
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) Transportation
Development Measure K
Act Fund Fund 2025 2024
Revenues:
Local Transportation Fund:
Streets and roads $ 849,404 $ 849,404 - $ $ 779,342
Pedestrian and bicycle 24,533 - 24,533 24,451
Measure K Fund:
Local street repair 350,072 - 350,072 371,860
Local street repair (safety) - 56,988 56,988 -
Pedestrian and bicycle - 68,907 68,907 -
Investment earnings 108,409 10,133 118,542 95,256
Total Revenues 884,070 584,376 1,468,446 1,270,909
Expenditures:
Public works - bikeway program 68,907 - 68,907 -
Total Expenditures - 68,907 68,907 -
Excess of Revenues
Over Expenditures 884,070 515,469 1,399,539 1,270,909
Other Financing Uses:
Intergovernmental transfers - (333,493) (333,493) (1,733,038) Total Other Financing Uses (333,493) (333,493) - (1,733,038) Net Change in Fund Balances 550,577 515,469 1,066,046 (462,129) Fund Balances:
Fund Balances, Beginning of Year 3,619,563 367,634 3,987,197 4,449,326 Fund Balances, End of Year $ 918,211 $ 4,135,032 $ 5,053,243 $ 3,987,197 Totals
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES
Statements of Revenues, Expenses, and Changes in Fund Balances For the Year Ended June 30, 2025, with Comparative Totals The accompanying notes are an integral part of these financial statements. 5 1.3.B.b
Packet Pg. 73
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) 2025 2024
Assets:
Current Assets:
Cash and cash equivalents $ 578,278 $ 711,754
Accounts receivable 329 344
Due from other agencies 317,197 187,373
Total Current Assets 895,804 899,471
Capital assets, net - 81,032
Total Assets $ 980,503 895,804 $
Liabilities and Net Position:
Liabilities:
Accounts payable $ 12,650 $ 4,540
Due to other City funds - 339,522
Total Liabilities 12,650 344,062
Net Position:
Investment in capital assets - 81,032
Restricted 883,154 555,409
Total Net Position 883,154 636,441
Total Liabilities and Net Position $ 895,804 $ 980,503
CITY OF RIPON, CALIFORNIA
TRANSIT ENTERPRISE FUND
Statements of Net Position
June 30, 2025, with Comparative Totals
The accompanying notes are an integral part of these financial statements. 6 1.3.B.b
Packet Pg. 74
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) 2025 2024
Operating Revenues:
Fares $ 1,672 $ 1,923
Total Operating Revenues 1,672 1,923
Operating Expenses:
Operations 47,170 42,779
Vehicle maintenance 21,488 35,232
Administration 8,460 10,478
Depreciation 81,032 81,035
Total Operating Expenses 158,150 169,524
Operating Loss (167,601) (156,478)
Nonoperating Revenues:
State Transit Assistance funds 3,625 6,540
Local Transportation funds 265,968 259,781
Measure K Passenger Bus funds - 1,012,799
SGR funds 47,604 -
Interest 20,151 14,276
Total Nonoperating Revenues 337,348 1,293,396
Nonoperating Expenses:
Multi-Modal Station 60,163 -
Intergovernmental transfers 43,755 937,000
Total Nonoperating Expenses 103,918 937,000
Change in Net Position 188,795 76,952
Net Position, Beginning of Year 636,441 447,646
Restatement - Correction of an Error 169,761 -
Net Position, Beginning of Year as restated 806,202 447,646 Net Position, End of Year $ 883,154 $ 636,441
CITY OF RIPON, CALIFORNIA
TRANSIT ENTERPRISE FUND
Statements of Revenues, Expenses, and Changes in Net Position For the Year Ended June 30, 2025, with Comparative Totals The accompanying notes are an integral part of these financial statements. 7 1.3.B.b
Packet Pg. 75
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) 2025 2024
Cash Flows from Operating Activities:
Cash receipts from customers $ 1,687 $ 1,908
Cash disbursements for administration and operations (47,520) (52,211) Cash disbursements for services and supplies (21,488) (35,232) Net Cash Used by Operating Activities (67,321) (85,535) Cash Flows from Noncapital Financing Activities:
Local Transportation funds (103,918) 679,161
Measure K Passenger Bus funds 17,612 1,007,460
State Transit Assistance funds - 11,272
Net Cash Provided by Noncapital Financing Activities (86,306) 1,697,893 Cash Flows from Capital and Related Financing Activities:
Payments for the acquisition of capital assets - (937,000) Net Cash Used by Capital and Related Financing
Activities - (937,000)
Cash Flows from Investing Activities:
Interest received 20,151 14,276
Net Cash Provided by Investing Activities 20,151 14,276 Net Increase (Decrease) in Cash and Cash Equivalents (133,476) 689,634 Cash and Cash Equivalents, Beginning of Year 711,754 22,120 Cash and Cash Equivalents, End of Year 578,278 $ 711,754 $ Reconciliation of Operating Loss to Net Cash Used by
Operating Activities:
Operating loss $ (167,601) (156,478) $
Adjustments to reconcile operating loss to net cash used by operating activities:
Depreciation 81,032 81,035
(Increase) decrease in receivables 15 (15)
Increase (decrease) in accounts payable 8,110 1,046
Total Adjustments 89,157 82,066
Net Cash Used for Operating Activities $ (67,321) $ (85,535)
CITY OF RIPON, CALIFORNIA
TRANSIT ENTERPRISE FUND
Statements of Cash Flows
For the Year Ended June 30, 2025, with Comparative Totals The accompanying notes are an integral part of these financial statements. 8 1.3.B.b
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES AND TRANSIT ENTERPRISE FUND
Notes to the Financial Statements
For the Year Ended June 30, 2025
NOTE 1: ORGANIZATION
The City of Ripon (City) receives funds under the provisions of the Transportation Development Act (TDA) from the San Joaquin County Local Transportation Fund (LTF) under Article 4, Section 99260 for streets and roads, Article 4 for Transit and Article 3 for pedestrian and bicycle facilities, as the City does not have any unmet transit needs at this time.
The City receives funds under the provisions of the TDA from the San Joaquin County LTF under Article 4, Section 99260 for Transit, Article 8, Section 99400(a) for local streets and roads projects, and Article 3, Section 99234 for pedestrian and bicycle facilities. The funds previously provided under Article 8 represent amounts available after the determination by the San Joaquin Council of Governments, the transportation planning agency administering TDA funds, of amounts needed for local streets and roads of the City. The funds provided under Article 4, Section 99260 represent amounts set aside for transit purposes. The funds provided under Article 3, Section 99234 represent amounts set aside to be allocated for pedestrian and bicycle facilities within the jurisdictions of San Joaquin County and represent up to two percent of the available funds countywide. The City Transportation Development Act Fund is used to account for these funds received by the City for non-transit purposes, which is reflected in these financial statements of the Transportation Development Act Fund allocated for non-transit purposes.
The City’s Article 8 LTF dollars are now shifting to public transit as approved by the Board September of 2019. In alignment with this decision, it was collectively agreed upon that the funding previously allocated for Streets and Roads through the LTF program will undergo a phased-out reduction. The transition is part of a strategy to prioritize and enhance public transit infrastructure within our community. The phase out period began in FY21-22 and will result in each City claiming LTF dollars for transit.
The City also receives funds from an ordinance (Measure K) passed by San Joaquin County voters resulting in a sales tax increase of one-half of one percent for transportation improvements. The San Joaquin Council of Governments, acting as the Local Transportation Authority, oversees the collection and distribution of the sales tax in accordance with the thirty-year transportation expenditure plan. The plan calls for street repairs, safety and operational improvements on streets and roads, projects to reduce street and highway congestion, and the promotion of passenger rail and bus services as an alternative to travel by automobile. The City's Measure K Fund is used to account for these funds, which is reflected in these financial statements of the Measure K Fund.
The City, as other like-sized cities in the State of California, maintains its accounting records on a cash basis, wherein the total cash available at any time is offset by the then recorded fund balances. This method of accounting does not recognize receivables due to the City, payables due from the City, or investments in property and equipment. However, for purposes of these financial statements of the Transportation Development Act and Measure K Funds, the modified accrual basis of accounting is used.
NOTE 2: SUMMARY OF SIGNIFICANT POLICIES
A. Basis of Presentation
The financial statements of the Transportation Development Act Fund, Measure K Fund, and Transit Enterprise Fund of the City have been prepared in accordance with accounting principles generally accepted in the United States of America as applied to government units. The Governmental Accounting Standards Board (GASB) is the accepted standard-setting body for establishing governmental accounting and financial reporting principles.
B. Reporting Entity
The financial statements are intended to present the financial position, results of operations, and cash flows of only transactions recorded in the Transportation Development Act Fund, Measure K Fund, and Transit Enterprise Fund of the City and are not intended to present fairly the financial position of the City and changes in its financial position and its cash flows in accordance with accounting principles generally accepted in the United States of America.
9 1.3.B.b
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES AND TRANSIT ENTERPRISE FUND
Notes to the Financial Statements
For the Year Ended June 30, 2025
NOTE 2: SUMMARY OF SIGNIFICANT POLICIES (CONTINUED)
C. Fund Accounting
The accounts of the City are organized on the basis of funds, each of which is considered a separate accounting entity. The operations of each fund are accounted for with a separate set of self-balancing accounts that comprise its assets, liabilities, fund equity, revenues, and expenditures or expenses as appropriate. Government resources are allocated to and accounted for in individual funds based upon the purposes for which they are to be spent and the means by which spending activities are controlled.
The Transportation Development Act and Measure K Funds are governmental funds specifically categorized as special revenue funds. Special revenue funds are used to account for the proceeds of specific revenue sources that are legally restricted to expenditures for specified purposes.
The Transit Enterprise Fund is a proprietary fund specifically categorized as an enterprise fund. Enterprise funds are used to account for activities similar to those found in the private sector. The City uses an enterprise fund to account for its transit operations because fees are charged to external users for services provided.
D. Measurement Focus and Basis of Accounting
The Transportation Development Act Fund and the Measure K Fund are reported using the current financial resources measurement focus and the modified accrual basis of accounting. Under the modified accrual basis of accounting, revenues are recognized when they become measurable and available and expenditures are recognized when the fund liabilities are incurred. "Measurable" means the amount of the transaction can be determined and "available" means collectible within the current period or soon enough thereafter to be used to pay liabilities of the current period. The City uses an availability period of 60 days. Revenues that are susceptible to accrual include LTF allocations and interest income.
The Transit Enterprise Fund is classified as an enterprise fund using the flow of economic resource management focus and the accrual basis of accounting, whereby revenues are recorded when earned and expenses are recorded at the time liabilities are incurred.
Proprietary funds distinguish operating revenues and expenses from nonoperating items. Operating revenues and expenses generally result from providing services and producing and delivering goods in connection with a proprietary fund's principal ongoing operations. The principal operating revenues of the Transit Enterprise Fund are passenger fares. Operating expenses include the cost of vehicle maintenance, administrative expenses, and depreciation on capital assets and equipment. All revenues and expenses not meeting this definition are reported as nonoperating revenues and expenses.
When both restricted and unrestricted resources are available for use, it is the City's policy to use restricted resources first, and then unrestricted resources as they are needed.
E. Cash and Investments
All City monies are invested in a cash and investment pool, whereby funds can spend cash at any time without prior notice or penalty. Therefore, for purposes of the statement of cash flows, all enterprise fund cash on hand and in the pool is considered cash and cash equivalents.
F. Interfund Transactions
During the course of operations, operating transactions occur between the Transportation Development Act and Measure K Funds, where revenues are received, and other governmental funds, where expenditures occur. These transactions are classified as "intergovernmental transfers" on the statement of revenues, expenditures, and changes in fund balances.
10 1.3.B.b
Packet Pg. 78
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES AND TRANSIT ENTERPRISE FUND
Notes to the Financial Statements
For the Year Ended June 30, 2025
NOTE 2: SUMMARY OF SIGNIFICANT POLICIES (CONTINUED)
G. Capital Assets
All purchased capital assets are valued at cost where historical cost records are available and at an estimated historical cost where no historical records exist.
The costs of normal maintenance and repairs that do not add to the value of the asset or materially extend asset lives are not capitalized. Improvements are capitalized and depreciated over the remaining useful lives of the related capital assets, as applicable.
Depreciation of all capital assets in the Transit Enterprise Fund is computed using the straight-line method over their estimated useful lives. Estimated useful lives of vehicles are seven years.
H. Net Position/Fund Balance
The financial statements of the enterprise fund utilize a net position presentation. Net position is categorized as follows:
• Investment in Capital Assets - This category groups all capital assets into one component of net position.
Accumulated depreciation reduces the balance in this category. • Restricted Net Position - This category presents amounts with external restrictions imposed by creditors, granters, contributors, or laws or regulations of other governments and restrictions imposed by law through constitutional provisions or enabling legislation.
The City follows the provisions of GASB Statement No. 54, Fund Balance Reporting and Governmental Fund Type Definitions. Accordingly, governmental funds report fund balance as nonspendable, restricted, committed, assigned, or unassigned based primarily on the extent to which the City is bound to honor constraints on how specific amounts can be spent. At June 30, 2025, fund balances are categorized as follows:
• Restricted Fund Balance - amounts with constraints placed on their use that are either (a) externally imposed by creditors, granters, contributors, or laws or regulations of other governments; or (b) imposed by law through constitutional provisions or enabling legislation.
I. Grants
Grant revenues and receivables are recorded when eligibility requirements that have been imposed by the provider have been met. Grant sources include Federal Transit Administration (FTA), State Transit Assistance (STA), and LTF. The LTF and STA were created by the State Legislature under the TDA.
J. Use of Estimates
The preparation of financial statements in accordance with accounting principles generally accepted in the United States of America requires management to make estimates and assumptions. These estimates and assumptions affect the reported amounts of assets and liabilities at the date of the financial statements and the reported amounts of revenues and expenditures/expenses during the reporting period. Actual results could differ from these estimates.
K. Comparative Data
Comparative totals for the prior year have been presented in the accompanying financial statements in order to provide an understanding of changes in financial position and operations of the City's Transportation Development Act Fund, Measure K Fund, and Transit Enterprise Fund.
11 1.3.B.b
Packet Pg. 79
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES AND TRANSIT ENTERPRISE FUND
Notes to the Financial Statements
For the Year Ended June 30, 2025
NOTE 3: CASH AND INVESTMENTS
The cash and investment balances for the City's Transportation Development Act Fund, Measure K Fund, and Transit Enterprise Fund are held in the City's cash and investment pool. The City maintains a cash and investment pool in order to facilitate the management of cash. Interest is allocated to its various funds based upon average cash balances. Investments held in the City's cash management pool are available on demand to the City's Transportation Development Act Fund, Measure K Fund, and Transit Enterprise Fund and are stated at fair value.
Information regarding categorization of investments can be found in the City's financial statements.
NOTE 4: CAPITAL ASSETS
Capital assets consisted of the following at June 30, 2025:
Depreciation for the year ended June 30, 2025, was $81,032.
NOTE 5: STATE OF GOOD REPAIR (SGR)
The State of Good Repair & Accountability Act of 2017 was established to provide funds annually for aging infrastructure, investments in congested commute and freight corridors and to improve transit service. Caltrans is legislated to manage and administer the State of Good Repair (SGR) program. The State Controller’s Office publishes annually estimated funding according to population and farebox revenues. The State Controller’s Office issues quarterly payment to the San Joaquin Council of Governments who in turn pays the Regional Transit Authority for allocation to the jurisdictions. The 99313 portion of the allocations is allocated based on a Board approved allocation formula for the fiscal year. The 99314 portion is allocated based on the SCO formula. The funds are held with the County Treasurer, and jurisdictions are allowed to draw down from available funds on a reimbursement basis. Caltrans requests that the jurisdictions fully expend the SGR funds within a seven-year period.
Amounts held by the City and available for draw as of June 30, 2025, are composed of the following:
Balance
July 1, 2024 Additions Deletions
Balance
June 30, 2025
Transit Vehicles 1,093,563 $ - $ $ - $ 1,093,563
Less: Accumulated Depreciation (1,012,531) (81,032) - (1,093,563) $ 81,032 $ (81,032) $ - $ -
Balance available - beginning of the year 145,767$
Revenue:
SGR funds received 47,604
Expenses:
Expenses -
Balance available - end of year 193,371$
12 1.3.B.b
Packet Pg. 80
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES AND TRANSIT ENTERPRISE FUND
Notes to the Financial Statements
For the Year Ended June 30, 2025
NOTE 6: INTERFUND TRANSFERS
Resources may be transferred from one TDA fund to another or to a City fund with Council approval. Transfers for the TDA funds during the year ended June 30, 2025 were as follows:
The transfer from the Transportation Development Act Fund and Measure K Fund was for Street and Road Operating expenditures. The Transit Fund transfer was for the Fleet Maintenance Facility Capital Project.
NOTE 7: SUBSEQUENT EVENTS
Subsequent events have been evaluated through December 23, 2025, the date these financial statements were available to be issued. The City did not identify any subsequent events that require disclosure. 2025
Transportation Development Act Fund 333,493 $
LTF Set Aside – Bike Bridge 43,755
Total intergovernmental transfers out $ 377,248
13 1.3.B.b
Packet Pg. 81
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
REQUIRED SUPPLEMENTARY INFORMATION
14 1.3.B.b
Packet Pg. 82
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) Variance with
Original Final Actual Final Budget
Revenues:
Local Transportation Fund:
Streets and roads $ 1,063,871 $ 1,063,871 $ 849,404 $ (214,467) Pedestrian and bicycle 24,533 24,533 24,533 -
Investment earnings 8,100 8,100 10,133 2,033
Total Revenues 1,096,504 1,096,504 884,070 (212,434)
Excess of Revenues
Over Expenditures 1,096,504 1,096,504 884,070 (212,434) Other Financing Uses:
Intergovernmental transfers - - (333,493) (333,493)
Total Other Financing Uses - - (333,493) (333,493)
Net Change in Fund Balances $ 1,096,504 $ 1,096,504 550,577 $ (545,927) Fund Balances, Beginning of Year 367,634
Fund Balances, End of Year $ 918,211
Budgeted Amounts
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT FUND
Budgetary Comparison Schedule
For the Year Ended June 30, 2025
15 1.3.B.b
Packet Pg. 83
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) Variance with
Original Final Actual Final Budget
Revenues:
Local street repair $ 375,000 $ 375,000 $ 350,072 $ (24,928) Local street repair (safety) - - 56,988 56,988
Pedestrian and bicycle - - 68,907 68,907
Investment earnings 35,000 35,000 108,409 73,409
Total Revenues 410,000 410,000 584,376 174,376
Expenditures:
Public works - bikeway program - - 68,907 (68,907)
Total Expenditures - - 68,907 (68,907)
Change in Fund Balances $ 410,000 $ 410,000 515,469 $ 243,283 Fund Balances, Beginning of Year 3,619,563
Fund Balances, End of Year $ 4,135,032
Budgeted Amounts
CITY OF RIPON, CALIFORNIA
MEASURE K FUND
Budgetary Comparison Schedule
For the Year Ended June 30, 2025
16 1.3.B.b
Packet Pg. 84
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
CITY OF RIPON, CALIFORNIA
TRANSPORTATION DEVELOPMENT ACT AND MEASURE K FUNDS
NON-TRANSIT PURPOSES AND TRANSIT ENTERPRISE FUND
Notes to the Required Supplementary Information
For the Year Ended June 30, 2025
NOTE 1: BUDGETARY INFORMATION
Annual budgets are adopted on a basis consistent with accounting principles generally accepted in the United States of America for the Transportation Development Act and Measure K Funds. All appropriations lapse at year-end. The appropriate budget is prepared by department, function, and fund. The City's Manager may make transfers of appropriations between departments within a fund; however, any revisions that alter the total expenditures of any fund must be approved by the City Council. The legal level of budgetary control is the object level within a fund.
NOTE 2: EXCESS OF EXPENDITURES OVER APPROPRIATIONS
For the year ended June 30, 2025, expenditures exceeded appropriations in the Transportation Development Act Fund intergovernmental transfers and the Measure K Fund public works expenditures (the legal level of budgetary control), by $333,493 and $68,907 respectively.
17 1.3.B.b
Packet Pg. 85
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
OTHER REPORTS
18 1.3.B.b
Packet Pg. 86
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025)
LSLCPAS.COM
INDEPENDENT AUDITOR’S REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING AND ON
COMPLIANCE AND OTHER MATTERS BASED ON AN AUDIT OF FINANCIAL STATEMENTS PERFORMED IN
ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS
To the Board of Directors
San Joaquin Council of Governments
Stockton, California
To the City Council
City of Ripon
Ripon, California
We have audited, in accordance with the auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States, and the Transportation Development Act (“TDA”) the financial statements of the Transportation Development Act (“TDA”) Fund and Measure K Fund, allocated for non-transit purposes, and the Transit Enterprise Fund (collectively the “Funds”) of the City of Ripon, California, (the “City”), as of and for the year ended June 30, 2025, and the related notes to the financial statements, and have issued our report thereon dated December 23, 2025.
Report on Internal Control over Financial Reporting
In planning and performing our audit of the financial statements, we considered the City’s internal control over the financial reporting (internal control) relating to the Funds, as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control as it relates to the Funds.
Accordingly, we do not express an opinion on the effectiveness of the City’s internal control.
A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the entity’s financial statements will not be prevented, or detected and corrected, on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance.
Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies and therefore, material weaknesses or significant deficiencies may exist that were not identified. We identified a certain deficiency in internal control, described in the accompanying schedule of findings and responses as item 2025-001 that we consider to be a material weakness.
1.3.B.b
Packet Pg. 87
Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) To the Members of the Board of Directors To the Members of the City Council San Joaquin Council of Governments City of Ripon
Stockton, California Ripon, California
Report on Compliance and Other Matters
As part of obtaining reasonable assurance about whether the Funds’ financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a direct and material effect on the financial statements. Our audit was further made to determine that the Funds were expended in conformance with applicable statutes, rules, and regulations of the TDA, and the allocation instructions and resolutions of the San Joaquin Council of Governments as required by Sections 6666 and 6667 of Title 21 of the California Code of Regulations. However, providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed an instance of noncompliance or other matters that are required to be reported under Government Auditing Standards and which is described in the accompanying schedule of findings and responses as item 2025-001.
City of Ripon Response to Findings
Government Auditing Standards requires the auditor to perform limited procedures on the City’s response to the findings identified in our audit and described in the accompanying schedule of findings and responses. The City’s response was not subjected to the other auditing procedures applied in the audit of the financial statements and, accordingly, we express no opinion on the response.
Purpose of This Report
The purpose of this report is solely to describe the scope of our testing of internal control and compliance relating to the Funds and the results of that testing, and not to provide an opinion on the effectiveness of the City’s internal control or on compliance relating to the Funds. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City’s internal control and compliance relating to the Funds.
Accordingly, this communication is not suitable for any other purpose.
Sacramento, California
December 23, 2025
20 1.3.B.b
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) To the Members of the Board of Directors To the Members of the City Council San Joaquin Council of Governments City of Ripon
Stockton, California Ripon, California
SCHEDULE OF FINDINGS AND RESPONSES
Reference Number: 2025-001
Material Weakness – Year-end Accrual Activity
Condition
Our audit revealed that the Transit Fund did not appropriately accrue $7,735 of expenditures within accounts payable that were incurred during the 2025 fiscal year. Additionally, revenue totaling $47,604 related to State of Good Repair funding was not accrued within due from other agencies for the same period.
Criteria
In accordance with Generally Accepted Accounting Principles (GAAP) and Government Auditing Standards, enterprise funds must recognize expenditures and revenues during the period in which they are incurred or earned, irrespective of the timing of related cash transactions.
Cause
The missed accruals were due in part to opportunities for improvement within the City’s internal control processes over financial reporting, particularly in the procedures for identifying and recording year-end accounts payable and revenue accruals. In addition, some uncertainty regarding the appropriate accounting treatment for State of Good Repair funds contributed to the revenue not being accrued at year-end.
Effect or Potential Effect
Incorrectly recording expenses and revenues in the wrong fiscal year led to audit adjustments that changed the Transit Fund’s net position by $39,869 as of June 30, 2025. Not making proper accruals can result in errors in financial reports and poor management decisions.
Recommendation
We suggest that management improve internal controls for the year-end closing process so all significant accounts payable and revenue accruals are properly identified and recorded under GAAP. This can involve offering staff additional training, refining review procedures, and using checklists or automated systems to ensure every necessary accrual is captured. We also recommend that management consult with funding agencies if there are questions about particular funding sources, such as State of Good Repair, to make sure reporting remains timely and accurate.
Management’s Response
Management agrees with the findings and is working to implement the recommendation. 21 1.3.B.b
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) LSLCPAS.COM
INDEPENDENT AUDITORS’ REPORT ON COMPLIANCE
To the Board of Directors
San Joaquin Council of Governments
Stockton, California
To the Members of the City Council
City of Ripon
Ripon, California
Report on Compliance with Transportation Development Act and Measure K Requirements Opinion on Transportation Development Act and Measure K Compliance We have audited the City of Ripon, California (the “City”)’s compliance with Transportation Development Act (“TDA”) and Measure K requirements that funds allocated to and received by the City were expended in conformance with applicable statutes, rules, and regulations of the TDA and Measure K; and the allocation instructions and resolutions of the San Joaquin Council of Governments as required by Section 6666 and 6667 of Title 21, Division 3, Chapter 2, Article 5.5 of the California Code of Regulations (Code of Regulations) during the year ending June 30, 2025.
In our opinion, the City complied, in all material respects, with the compliance requirements referred to above that are applicable to the City for the year ended June 30, 2025.
Basis for Opinion
We conducted our audit of compliance in accordance with auditing standards generally accepted in the United States of America (GAAS); and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States; and the Code of Regulations. Our responsibilities under those standards are further described in the Auditors’ Responsibilities for the Audit of Compliance section of our report. We are required to be independent of the City and to meet our other ethical responsibilities, in accordance with relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. Our audit does not provide a legal determination of the City’s compliance with the compliance requirements referred to above.
Responsibilities of Management for Compliance
Management is responsible for compliance with the requirements of laws, regulations, contracts, and grants applicable to the statutes, rules, and regulations of the TDA and Measure K.
Auditors’ Responsibilities for the Audit of Compliance
Our responsibility is to express opinions on compliance with the requirements described in the Code of Regulations based on our audit. We conducted our audit of compliance in accordance with auditing standards generally accepted in the United States of America; the standards applicable to financial audits contained in the Government Auditing Standards, issued by the Comptroller General of the United States, and the Code of
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) To the Board of Directors To the City Council
San Joaquin Council of Governments City of Ripon
Stockton, California Ripon, California
Regulations. Standards and the Code of Regulations require that we plan and perform the audit to obtain reasonable assurance about whether noncompliance with the types of compliance requirements referred to above that could have a material effect on the TDA and Measure K programs. An audit includes examining, on a test basis, evidence about the City’s compliance with those requirements and performing such other procedures as we considered necessary in the circumstances. Misstatements are considered material if, there is a substantial likelihood that, individually or in the aggregate, they would influence the judgment made by a reasonable user based on the financial statements.
In performing an audit in accordance with GAAS, Government Auditing Standards, and the Code of Regulations, we:
• Exercise professional judgment and maintain professional skepticism throughout the audit. • Identify and assess the risks of material noncompliance, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the City’s compliance with the compliance requirements referred to above and performing such other procedures as we considered necessary in the circumstances. • Obtain an understanding of the City’s internal control over compliance relevant to the audit in order to design audit procedures that are appropriate in the circumstances and to test and report on internal control over compliance in accordance with the Code of Regulations, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control over compliance. Accordingly, no such opinion is expressed.
We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit, and any significant deficiencies and material weaknesses in internal control over compliance that we identified during the audit.
Purpose of this Report
The purpose of this report on compliance is solely to describe the scope of our testing of compliance and the results of that testing. Accordingly, this report is not suitable for any other purpose.
Sacramento, California
December 23, 2025
23 1.3.B.b
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Attachment: 2025.06.30 SJCOG City of Ripon TDA Audit (26-1 : TDA Audit FYE 6/30/2025) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Kevin Werner, City Administrator
Date: 01/13/2026
Subject: Landscape Maintenance Districts - 1st Annual Resolution RECOMMENDED ACTION:
The City Council directs the City Engineer to prepare the report for the Fiscal Year 2026-2027 pertaining to the annual assessments for the City of Ripon’s ten Landscape Maintenance Districts.
BACKGROUND:
Pursuant to the provision of the Landscaping and Lighting Act of 1972, Part 2, Division 15 of the Streets and Highways Code of the State of California and Proposition 218, the City Council conducts proceedings for the formation of the City of Ripon Landscape Maintenance Districts as outlined in the table below.
Formation of Landscape Maintenance District Check List
Step Description
1 City Council adopts the resolution of intention to undertake proceedings for the formation of an assessment district directing the City Engineer to prepare a report in connection with the proposed formation of the assessment district. (1st Formation Resolution)
2 City Council adopts the resolution approving the Engineer’s Report in connection with the proposed formation of the assessment district, declaring its intention to form an assessment district and setting a time and place for a public hearing. (2nd Formation Resolution)
3 City Council adopts the resolution directing the formation of the assessment district. (3rd Formation Resolution)
4 City submits required documents to County to set up new tax code required to levy the assessment.
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DISCUSSION:
Upon formation of assessment district, the City is required to go through a process to approve the levying of the annual assessment district fees. The following table outlines the steps required to approve the levying of the annual assessments.
Annual Levy of Landscape Maintenance District Assessment Check List Step Description
1 City Council initiates the Landscape Maintenance District proceedings and adopts a resolution directing City Engineer to prepare the Engineer’s Report pertaining to the annual assessments. (1st Annual Resolution)
2 City Council adopts (1) a resolution giving preliminary approval of the Engineer’s Report, and (2) a resolution declaring its intention to order the levy and collection of the annual assessments and setting a time and place for a public hearing. (2 nd & 3rd Annual
Resolution)
3 City Council adopts a resolution determining the amount of and approving the levy and collection of the annual assessments. (4
th Annual Resolution)
4 City submits required documents to County to levy annual assessments for the coming fiscal year.
The attached resolution is the 1
st step in the annual process to levy assessments for the City of Ripon’s ten Landscape Maintenance Districts for the coming fiscal year.
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RESOLUTION NO. 26-2
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
RIPON DIRECTING THE CITY ENGINEER TO PREPARE ON
BEHALF OF THE CITY OF RIPON THE ENGINEER'S
REPORT FOR THE FISCAL YEAR 2026-2027 PERTAINING
TO THE ANNUAL ASSESSMENTS FOR THE CITY OF
RIPON'S TEN LANDSCAPE MAINTENANCE DISTRICTS
LOCATED IN THE COUNTY OF SAN JOAQUIN,
CALIFORNIA
WHEREAS, previous hereto pursuant to Resolutions adopted by the City Council of the City of Ripon, the Assessment Districts noted in the table below were formed creating an assessment district pursuant to the Landscaping and Lighting Act of 1972 for the maintenance of general landscaping and irrigation systems in the City of Ripon; and WHEREAS, pursuant to Section 22565, et seq. of the Streets and Highways Code of the State of California, the City Engineer is required to prepare and file with the City of Ripon a report for each fiscal year for which assessments are to be levied and collected by the City within said districts in order to pay for the costs of maintaining improvements as described in the Engineer’s Report.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Ripon that the City Engineer is hereby directed pursuant to Section 22565 of the Streets and Highways Code of the State of California to prepare and file the annual engineer’s report in reference to the Landscape Maintenance Districts noted in the table below pursuant to the Landscaping and Lighting Act of 1972, for approval by the City Council, which said report shall indicate the present boundaries, the description of the work of improvements for which assessments are to be levied for the fiscal year, the method of assessment spread, their estimate of the maintenance costs, the assessment roll, and the assessment diagram and boundary map within said Districts and their proposed annual assessments for the fiscal year commencing July 1, 2026, to and including June 30, 2027.
FORMATION OF LANDSCAPE MAINTENANCE DISTRICTS
District Name
Council
Acceptance Date Resolution No.
Dutch Meadows #89-1 November 7, 1989 89-60
Country Woods Unit No. 2 & Zumstein Estates Subdivisions #89-2 January 2, 1990 90-1 Farmland Estates #92-1 June 2, 1992 92-30
Main Street Landscape Maintenance District #94-1 June 7, 1994 94-36 Boesch-Kingery Estates #96-1 April 2, 1996 96-17
Jacobs Landing #98-1 May 5, 1998 98-37
Carolina’s Landscape Maintenance District #02-1 August 6, 2002 02-77 Cornerstone 1 Landscape Maintenance District #07-1 April 7, 2007 07-36 Alexandra Place #17-2 June 12, 2018 18-55
The Vineyards #17-1 June 12, 2018 18-54
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PASSED AND ADOPTED at a regular meeting of the City Council of the City of Ripon this 13th day of January, 2026, by the following vote:
RESULT: ADOPTED AS AMENDED BY CONSENT VOTE [UNANIMOUS]
MOVER: Daniel de Graaf, Council Member
SECONDER:Michael Restuccia, Council Member
AYES: Barton, Uecker, Restuccia, Zuber, de Graaf
THE CITY OF RIPON,
A Municipal Corporation
By ________________________________
GARY BARTON, Mayor
ATTEST:
By: ___________________________
LISA ROOS, City Clerk
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City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Kevin Werner, City Administrator
Date: 01/13/2026
Subject: Lighting District - 1st Annual Resolution
RECOMMENDED ACTION:
The City Council directs the City Engineer to prepare the report for the Fiscal Year 2026-2027 pertaining to the annual assessments for Assessment District 05-1 (City of Ripon Lighting District).
BACKGROUND:
Pursuant to the provision of the Landscaping and Lighting Act of 1972, Part 2, Division 15 of the Streets and Highways Code of the State of California and Proposition 218, the City Council undertook proceedings as outlined below for the formation of the City of Ripon Lighting District.
At the October 19, 2004 City Council meeting, Council adopted Resolution No. 04-60 proposing the formation of a new assessment district and directing the City Engineer to prepare a report in connection with the proposed formation of the assessment district.
At the November 2, 2004 City Council meeting, Council adopted Resolution No. 04-66 approving the Engineer’s Report in connection with the proposed formation of the assessment district, declaring its intention to form an assessment district and setting a time and place for a public hearing.
On November 20, 2004, the City of Ripon, by and through the San Joaquin County Board of Supervisors, held a public hearing on the issues of formation of the proposed new assessment district, to be called the Ripon Lighting District and to be governed by this City Council (previously governed by the County of San Joaquin), and the proposed increase of the annual assessment from $25.00 to $42.00 upon assessable lots and parcels of land.
At the December 7, 2004 City Council meeting, Council adopted Resolution No. 04-70 ordering the formation of the Ripon Lighting District and increasing the annual assessment upon
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assessable lots and parcel of land within the Ripon Lighting District from $25.00 to $42.00 effective July 1, 2005.
At the February 4, 2005 City Council meeting, Council adopted Resolution No. 05-02 renaming the “Ripon Lighting District” to the “City of Ripon Lighting District”.
DISCUSSION:
Upon formation of assessment district, the City is required to go through a process to approve the levying of the annual assessment district fees. The following table outlines the steps required to approve the levying of the annual assessments.
Annual Levy of Lighting District Assessment Check List
Step Description
1 City Council initiates the Lighting District proceedings and adopts a resolution directing City Engineer to prepare the Engineer’s Report pertaining to the annual assessments. (1st Annual Resolution)
2 City Council adopts (1) a resolution giving preliminary approval of the Engineer’s Report, and (2) a resolution declaring its intention to order the levy and collection of the annual assessments and setting a time and place for a public hearing. (2nd & 3rd Annual Resolution)
3 City Council adopts a resolution determining the amount of and approving the levy and collection of the annual assessments. (4th Annual Resolution) 4 City submits required documents to County to levy annual assessments for the coming fiscal year.
The attached resolution is the 1st step in the annual process to levy assessments for the City of Ripon Lighting District for the coming fiscal year.
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RESOLUTION NO. 26-3
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
RIPON DIRECTING THE CITY ENGINEER TO PREPARE ON
BEHALF OF THE CITY OF RIPON THE ENGINEER'S
REPORT FOR THE FISCAL YEAR 2026-2027 PERTAINING
TO THE ANNUAL ASSESSMENTS FOR ASSESSMENT
DISTRICT NO. 05-1, CITY OF RIPON, COUNTY OF SAN
JOAQUIN CALIFORNIA, COMMONLY KNOWN AS CITY OF
RIPON LIGHTING DISTRICT
WHEREAS, previous hereto pursuant to Resolution No. 04-70 and 05-2 adopted by the City Council of the City of Ripon, Assessment District No. 05-1, commonly known as City of Ripon Lighting District, was formed creating an assessment district pursuant to the Landscaping and Lighting Act of 1972 for the maintenance of street lights in the City of Ripon; and WHEREAS, pursuant to Section 22565, et seq. of the Streets and Highways Code of the State of California, the City Engineer is required to prepare and file with the City of Ripon a report for each fiscal year for which assessments are to be levied and collected by the City within said district in order to pay for the costs of maintaining improvements as described in the engineer’s report.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Ripon that the City Engineer is hereby directed pursuant to Section 22565 of the Streets and Highways Code of the State of California to prepare and file the annual engineer’s report in reference to Assessment District No. 05-1 for City of Ripon Lighting District pursuant to the Landscaping and Lighting Act of 1972, for approval by the City Council, which said report shall indicate the present boundaries, the description of the work of improvements for which assessments are to be levied for the fiscal year, the method of assessment spread, his estimate of the maintenance costs, the assessment roll, and the assessment diagram and boundary map within said Assessment District No. 05-1 and their proposed annual assessments for the fiscal year commencing July 1, 2026, to and including June 30, 2027.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Ripon this 13th day of January, 2026, by the following vote:
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RESULT: ADOPTED AS AMENDED BY CONSENT VOTE [UNANIMOUS]
MOVER: Daniel de Graaf, Council Member
SECONDER:Michael Restuccia, Council Member
AYES: Barton, Uecker, Restuccia, Zuber, de Graaf
THE CITY OF RIPON,
A Municipal Corporation
By ________________________________
GARY BARTON, Mayor
ATTEST:
By: ___________________________
LISA ROOS, City Clerk
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City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Jane Kilgore, Deputy City Clerk
Date: 01/13/2026
Subject: Council Committee Appointments and Task Forces RECOMMENDED ACTION:
This resolution approves the City Council Member appointments as recommended by the Mayor to local and regional Boards, Commissions, Task Forces, and City Council Committees for 2026.
Attachments:
1. Council Member Assignments 2026
1.3.E
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RESOLUTION NO. 26-4
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
RIPON APPROVING CITY COUNCIL MEMBER
APPOINTMENTS TO VARIOUS BOARDS, COMMISSIONS,
TASK FORCES, AND COMMITTEES
WHEREAS, the City of Ripon is desirous of appointing Council Members to local and regional Boards, Commissions, Task Forces, and City Council Committees; and WHEREAS, these assignments also include City Council Committees that are focused on local issues; and
WHEREAS, the Council Members appointed have expressed their interest in serving on said appointments; and
WHEREAS, the Mayor makes a recommendation of the City Council Member appointments for the upcoming calendar, which is ratified by the City Council.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Ripon that the City Council Member appointments for Calendar Year 2026, as attached as “Exhibit A”, be approved.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Ripon this 13th day of January, 2026, by the following vote:
RESULT: ADOPTED AS AMENDED BY CONSENT VOTE [UNANIMOUS]
MOVER: Daniel de Graaf, Council Member
SECONDER:Michael Restuccia, Council Member
AYES: Barton, Uecker, Restuccia, Zuber, de Graaf
THE CITY OF RIPON,
A Municipal Corporation
By ________________________________
GARY BARTON, Mayor
ATTEST:
By: ___________________________
LISA ROOS, City Clerk
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CITY COUNCIL ASSIGNMENTS – CALENDAR YEAR 2026
Each year the Mayor recommends to the City Council the assignments for individual council members for the upcoming calendar year, which is ratified by the City Council. These assignments include local and regional Boards, Commissions, and Task Forces Ripon City Council Members have been requested to sit on. Additionally, it also includes City Council Committees that are focused on more local issues.
BOARDS AND COMMISSIONS
1. Central Valley Division of League of California Cities Executive Member Dean Uecker
Gary Barton (Alternate)
2. San Joaquin County Council of Governments Executive Board Leo Zuber
Michael Restuccia (Alternate)
3. San Joaquin Integrated Solid Waste Management Board
Daniel de Graaf
4. LAFCO Board
Gary Barton
5. San Joaquin Partnership Board
Gary Barton
6. San Joaquin County Board of Supervisor’s Advisory Water Commission Gary Barton
Daniel de Graaf (Alternate)
7. South San Joaquin Irrigation District Groundwater Sustainability Agency Board Daniel de Graaf
Gary Barton (Alternate)
TASK FORCE(S)
1. City/County Criminal Justice Task Force
Mike Restuccia
Dean Uecker (Alternate)
City Administrator
Chief of Police
Exhibit A
1.3.E.a
Packet Pg. 102 Attachment: Council Member Assignments 2026 (26-4 : Council Committee Appointments and Task Forces)
CITY COUNCIL COMMITTEES
City Council committees are intended to (1) enhance the communication between the City Council and City staff at the early phase of the development of significant items affecting public policy, (2) allow committee members to develop a deeper level of knowledge on matters of public policy or public concerns, and/or (3) make recommendations to the City Council on matters of public policy. The City Council Committees do not replace the City Council as final decision makers.
Committees should be disbanded when their primary function or task has been completed or no longer exists.
The Council member with the lowest seat assignment shall chair the committee.
1. Legislative Response
Purpose: As directed by the Mayor, review proposed state or federal legislation and provide a recommendation to the City Council on a formal position.
Daniel de Graaf
Mike Restuccia
City Administrator
City Attorney
2. Community Concerns & Public Engagement
Purpose: Meet with concerned citizens or local organizations regarding concerns over existing City policies.
Leo Zuber
Mike Restuccia
City Administrator
Chief of Police (as needed)
Public Works Director (as needed)
Planning Director (as needed)
City Attorney (as needed)
3. Code Enforcement
Purpose: Review staff approach to code enforcement matters such that the process being following is consistent with City Council Ripon Municipal Code. Recommend changes to those chapters of the Ripon Municipal Code related to code enforcement, as needed.
Leo Zuber
Mike Restuccia
City Administrator
Chief of Police
Planning Director
City Attorney
4. Housing and Loan
Purpose: Participate in discussions related to housing policies in Ripon and make recommendations to the City Council on policies and agreements related to housing.
Dean Uecker
Mike Restuccia
City Administrator
City Clerk
Planning Director
Exhibit A
1.3.E.a
Packet Pg. 103 Attachment: Council Member Assignments 2026 (26-4 : Council Committee Appointments and Task Forces)
5. Economic Development
Purpose: Consider policies related to economic development and make recommendations to the City Council, as needed. For projects that are taking advantage of the City of Ripon’s incentive program, review the proposal and make a recommendation to the City Council.
Gary Barton
Leo Zuber
City Administrator
Planning Director
6. Budget Development
Purpose: Consider budget policies and make a recommendation on policies for the City Council’s consideration.
Daniel de Graaf
Mike Restuccia
All Department Heads (as needed)
7. Swimming Pool Operations
Purpose: Meet with the representatives of the Ripon Unified School District and provide input as stated in the Joint Use Agreement between the City of Ripon and Ripon Unified School District, including establish hours of operations, determine types of programs and activities, develop proposals for growth and expansion, and fiscal oversight.
Leo Zuber
Dean Uecker (Alternate)
City Administrator
Recreation Director
8. Golf Course
Purpose: Evaluate the requested use of the Capital Improvement Account funds for Long-Term Capital Improvements and Emergency Improvements and Repairs, as described in Resolution No. 08-1, “Establishing Policy for Allocation of Revenues from Jack Tone Golf Course Dean Uecker
Daniel de Graaf
City Administrator
Recreation Director
Exhibit A
1.3.E.a
Packet Pg. 104 Attachment: Council Member Assignments 2026 (26-4 : Council Committee Appointments and Task Forces)
9. Two-by-Two Committee
Purpose: Meet with representatives of the organizations listed below to discuss matters related to the coordination between the agencies, concerns of an agency, or challenges an agency may be experiencing.
Make recommendations to the City Council on agreements, policy changes, etc. as it relates to these discussions.
Leo Zuber
Daniel de Graaf
City Administrator
City Attorney
Ripon Unified School District Ripon Consolidated Fire District Chamber of Commerce City of Manteca
Ripon Christian Schools City of Lathrop
CITY COUNCIL POSITIONS
1. Council Check Review
Michael Restuccia
Exhibit A
1.3.E.a
Packet Pg. 105 Attachment: Council Member Assignments 2026 (26-4 : Council Committee Appointments and Task Forces) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Kevin Werner, City Administrator
Date: 01/13/2026
Subject: Senior Center Retrofit Project Change Order #2 RECOMMENDED ACTION:
Approve Change Order No. 2 in the not to exceed amount of $65,843.85 for the fabrication and installation of an electronic programmable sign at the Senior Center (funding source: Community Development Block Grant (CDBG)).
BACKGROUND:
The purpose of the Senior Center Rehabilitation Project is to provide various improvements to the exterior of Ripon’s Senior Center. This includes the installation of a new shade structure, improved facing and paneling, installation of new doors for access to the shade structure, and new landscaping and irrigation.
The project was awarded to Estate Design and Construction, Inc. at the November 12, 2024 City Council meeting for an amount of $348,000. The City Council budgeted $388,000 for this project with $421,967 available in the CBDG fund at that time.
At the June 10, 2025 City Council meeting, Council approved Change Order No. 1 in the not to exceed amount of $2,000 for the removal of a tree conflicting with location for proposed improvements at the Senior Center.
DISCUSSION:
Staff requested Estate Design and Construction, Inc provide a change order for the fabrication and installation of an electric sign at the Senior Center. This sign would look similar to the sign in front of City Hall and will be operated by Senior Center staff following the City’s electronic sign policy.
The cost of the sign, including fabrication and installation is $65,843.85 and would be funded by CDBG funds.
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FISCAL IMPACT:
The attached Change Order No. 2 is in the amount of $65,843.85 and will be funded through the CDBG Fund. The amended construction contract price is shown in Table 1.
Table 1 – Current Contract Price
Amount
Original Contract Price $ 348,000.00
Change Order 1 $ 2,000.00
Change Order 2 $65,843.85
Current Contract Price $ 415,843.85
Attachments:
1. CCO2
1.4.A
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CITY OF RIPON
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 2 DATE: 1/13/2026
PROJECT: Senior Center Rehabilitation Project SHEET 1 OF 1 SHEETS TO: Estate Construction and Design
NOTE: This change order is not effective until approved by the CITY ENGINEER.
Description Cost
Addition of the following items:
Electrical Work for New Electric Sign Connection to Breaker $4,000.00 Electric Sign Fabrication and Installation by United Signs $61,843.85 Total: $65,843.85
Estimated Cost: Increase
Approval Recommended: Date:
Approved: Date:
Accepted, Date _____________________ Contractor
By _________________________________ Title Project Manager By reason of this order the time of completion will be adjusted as follows: Additional 15 working days.
Description of work to be done, estimate of quantities, and prices to be paid. Segregate between additional work at contract price, agreed price and force account.
Unless otherwise stated, rates for rental equipment cover only such time as equipment is actually used and no allowance will be made for idle time.
You are hereby directed to make the herein described changes from the plans and specifications or do the following described work not included in the plans and specifications on this contract.
Change requested by the Engineer.
If the contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified.
All work shall be in accordance with City Standards.
Approval Chief - Michael Restuccia
We, the undersigned contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefor the prices shown above.
$65,843.85
Approval Senior - Kevin Werner
1.4.A.a
Packet Pg. 108 Attachment: CCO2 (4949 : Senior Center Retrofit Project Change Order #2) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Lisa Roos, City Clerk & Finance Director
Date: 01/13/2026
Subject: Claim - Guzman
RECOMMENDED ACTION:
The City’s claim adjustor has investigated the submitted claim and is recommending the City Council accept the claim.
BACKGROUND:
Individuals who believe a municipality such as the City of Ripon is responsible for a loss that they have experienced may file a claim with that municipality. The City Clerk is responsible to process any claim received in a manner that is consistent with the Government Code. The following summarizes how a typical claim is processed:
1. City Clerk reviews the claim to determine if the claim submitted is complete. If it is found to be complete, the claim is forwarded to the City’s claims adjustor for processing. If the claim is determined not to be complete, the City Clerk returns to the individual as incomplete.
2. The City of Ripon is a member of the Central San Joaquin Valley Risk Management Association (CSJVRMA), which consists of 54 cities in the Central Valley that selfinsure liability losses through a pool. The CSJVRMA claims adjustor reviews all liability claims for the facts of the incident including videos, police report, interviews all individuals involved in the incident, etc. The adjustor will also review applicable local, state and federal laws to determine the City’s liability in the incident.
3. If the claims adjustor finds the City is responsible for the damages filed in the claim, he or she will submit those findings to the City Clerk for processing. If the amount of damages is less than $5,000, the City Administrator has the authority to approve the payment of the damage. If the amount of damages is greater than $5,000, the City Clerk will place on the City Council agenda for approval to pay the claim.
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4. If the claims adjustor finds the City is not responsible for the damages filed in the claim, he or she will submit those findings to the City Clerk and recommend the City Council reject the claim.
5. If the claim is rejected by the City Council, the City Clerk sends a “notice of rejection” to the claimant, which advises the claimant they have six months to file a court action.
6. After the claimant has been paid or 6 months has passed since the rejection, the City’s claim adjuster issues a “closing report” to staff and staff closes the claim and files it.
DISCUSSION/ANALYSIS:
CSAA Insurance, as administrative services for Salvador Guzman, submitted a subrogation claim to the City of Ripon on November 24, 2025 for the damage done to Mr. Guzman’s vehicle.
The amount of the claim is $11,117.18 for vehicle damage and car rental expenses.
The CSJVRMA claims adjustor has reviewed the claim submitted and the Ripon Police Department report from that incident including photos of the scene and found that liability is adverse to the City.
Accordingly, it is the claims adjustor’s recommendation that this matter be submitted to the City Council for the claim to be accepted within the stipulations set forth in this staff report.
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City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Spencer Schroen, Associate Civil Engineer
Date: 01/13/2026
Subject: Grant Deed_Calvary Reformed Church
RECOMMENDED ACTION:
This Resolution accepts a Grant Deed by Calvary Reformed Church of Ripon, a California religious non-profit corporation, for certain real property to complete the expansion of Fulton Avenue between the Meadowood Subdivision Project’s northern limits and the Colony Roundabout and authorize the Mayor to sign and execute any and all documents necessary to complete the aforementioned transaction.
BACKGROUND:
The Meadowood Residential Subdivision project was approved on February 13, 2018 to develop 88 single family residences west of Fulton Avenue. As part of the Conditions of Approval, the developer is required to construct the full-width Fulton Avenue along the project’s frontage.
Also, the final map is not to be recorded until all civil improvements, including the off-site improvements have been accepted by the City Council.
At the August 13, 2024 City Council meeting, Council approved the Lennar Homes Subdivision Improvement Agreement between the City of Ripon and Lennar Homes of California LLC to guarantee the completion of improvements within the public right-of-way in accordance with the previously approved Development Agreement.
At the August 12, 2025 City Council meeting, Council approved Amendment No. 1 to the Lennar Homes Subdivision Improvement Agreement, which formally assigned to Lennar the rights previously granted to the City under the existing Master Encroachment Agreement between the City and South San Joaquin Irrigation District.
At the October 14, 2025 City Council meeting, Council approved Amendment No. 2 to the Lennar Homes Subdivision Improvement Agreement, which addressed two project requirements:
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Fulton Avenue Improvements
The Meadowood Conditions of Approval requires the developer to complete the Fulton Avenue 102-foot width improvements according to City Standards along the frontage of the Meadowood Project. These improvements will provide a 4-lane Fulton Avenue, which would transition to the existing 2-lane roadway north of the project.
Lennar Homes submitted civil improvement plans, which included the 4-lane Fulton Avenue improvements along the Meadowood project. After reviewing the planned transition to the existing 2-lane Fulton Avenue at the northern project limits, staff requested Lennar Homes explore extending the 102-foot width improvements to the Colony Road Roundabout to improve the safety and function of the roadway.
Since the Fulton Avenue improvements between the northern project limits and the Colony Road Roundabout are not a Meadowood Condition of Approval, the City would reimburse Lennar Homes for these improvements. The reimbursement amount is $756,092, which does not include the landscaping along the section of Fulton Ave between the northern Meadowood project limits and the Colony Roundabout.
Phasing of Final Map
The Subdivision Improvement Agreement requires the developer to complete all civil improvements, including Fulton Avenue offsite improvements, before the final map is processed.
Lennar Homes has experienced delays completing the civil improvements. Lennar is requesting the Final Map be processed prior to the City Council accepting the civil improvements so they can move forward with the construction of 17 homes.
Lennar Homes has agreed to not enter into any sale agreements for the 17 homes until all civil improvements have been accepted by the City Council, including the Fulton Avenue extension.
DISCUSSION:
For Lennar Homes to complete the extension of the City standard 102-foot right-of-way standard along Fulton Avenue from the Meadowood northern project limits to the Colony Road roundabout requires a 51-foot dedication of land from the Calvary Church, which is the property owner north of the Meadowood project (1040 Goodwin Drive).
This right-of-way dedication would allow the installation of the following improvements on the west side of Fulton Avenue:
6-foot concrete sidewalk (to be used as a safe route to school for pedestrians traveling to Parkview Elementary)
10-foot landscaped parkway between the sidewalk and curb & gutter 25-foot asphalt to accommodate two travel lanes
14-foot landscaped median
Staff is recommending the City Council adopt the Resolution accepting a Grant Deed by Calvary Reformed Church of Ripon, a California religious non-profit corporation, for certain real property to the City of Ripon in connection with the Meadowood Subdivision Project and authorize the Mayor to sign and execute any and all documents necessary to complete the Packet Pg. 112
aforementioned transaction.
Attachments:
1. Grant Deed_APN 261-020-41 CORRECTED
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RESOLUTION NO. 26-5
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
RIPON ACCEPTING A GRANT DEED OF CERTAIN REAL
PROPERTY TO THE CITY OF RIPON
WHEREAS, Calvary Reformed Church of Ripon, a California Religious non-profit corporation, herein referred to as “GRANTOR” are the owners of real property located in Ripon, San Joaquin County, California 95366 described in Exhibit “A” and “B” of the Grant Deed, attached hereto; and
WHEREAS, the ownership of the Property by the City of Ripon, herein referred to as “GRANTEE”, will further the public interest; and
WHEREAS, by execution of the Grant Deed attached hereto, Grantor conveyed the Property to the City of Ripon; and
WHEREAS, Government Code section 27281 mandates that deeds or grants conveying any interest or easement upon real property to a governmental agency for public purposes shall not be accepted by the County for recordation without consent of the grantee evidenced by its certificate or resolution of acceptance attached to or printed on the grant deed.
NOW THEREFORE, BE IT RESOLVED that the City Council of the City of Ripon, does hereby accept the aforementioned Grant Deed from Calvary Reformed Church of Ripon.
The Mayor is authorized to sign and execute any and all documents necessary to complete the aforementioned transaction.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Ripon this 13th day of January, 2026, by the following vote:
RESULT: ADOPTED AS AMENDED [UNANIMOUS]
MOVER: Leo Zuber, Council Member
SECONDER:Michael Restuccia, Council Member
AYES: Barton, Uecker, Restuccia, Zuber, de Graaf
THE CITY OF RIPON,
A Municipal Corporation
By ________________________________
GARY BARTON, Mayor
ATTEST:
By: ___________________________
LISA ROOS, City Clerk
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RECORDING REQUESTED BY:
City of Ripon
WHEN RECORDED MAIL TO:
City of Ripon
259 N. Wilma Avenue
Ripon, CA 95366
This instrument is being recorded for
the benefit of the City of Ripon and is
exempt from Recording Fees, Filing
Fees and Documentary Transfer Tax.
(SPACE ABOVE THIS LINE FOR RECORDER’S USE)
GRANT DEED
APN: 261-020-41 (portion)
The undersigned grantor(s) declare(s):
City Transfer Tax is $0.00 R&T 11922 – Governmental agency acquiring title County Transfer Tax is $0.00
( ) computed on full value of property conveyed, or
( ) computed on full value less value of liens and encumbrances remaining at time of sale, ( ) Unincorporated area: ( X ) City of Ripon, and
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Calvary Reformed Church of Ripon, a California religious non-profit corporation hereby GRANT(s) to
City of Ripon, a Municipal corporation
the following described real property in the City of Ripon, County of San Joaquin, State of California:
SEE EXHIBIT “A” & “B” ATTACHED HERETO AND MADE A PART HEREOF.
Dated: ____________________________________
Calvary Reformed Church of Ripon, a California religious non-profit corporation _________________________________________
By:
_________________________________________
By:
a
Packet Pg. 115 Attachment: Grant Deed_APN 261-020-41 CORRECTED (26-5 : Grant Deed_Calvary Reformed Church)
EXHIBIT A
LEGAL DESCRIPTION
51-FOOT-WIDE PUBLIC STREET DEDICATION
A FIFTY ONE-FOOT-WIDE PUBLIC STREET DEDICATION LYING WITHIN A PORTION OF THE NORTH ½ OF SECTION 19, TOWNSHIP 2 SOUTH, RANGE 8 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE
CITY RIPON, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA, BEING A PART OF THE LAND DESCRIBED IN DOC# 2019-066652, SAN JOAQUIN COUNTY RECORDS DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE MOST NORTHERLY LINE OF THE LAND RECITED IN DOC# 2022-112880 WITH A LINE MEASURED 51.00 FEET WESTERLY FROM THE WESTERLY LINE OF THE CHESAPEAKE IV TRACT 3418 RECORDED IN BOOK 39 OF MAPS AND PLATS AT PAGE 50; BEING THE APPARENT WESTERLY LINE OF FULTON AVENUE DISTANT 67.00 FEET WESTERLY OF THE CENTERLINE OF BAYBERRY LANE AND THE TRUE POINT OF BEGINNING; THENCE NORTH 09°14’52” WEST, DISTANT 51.00 FEET WESTERLY FROM SAID WESTERLY LINE, A DISTANCE OF 665.02 FEET TO THE WESTERLY TERMINUS OF THAT CERTAIN COURSE IN DOCUMENT RECORDED AS 2005-068296 CITED AS (SOUTH 81°26’15” WEST 51.00 FEET), THENCE LEAVING SAID LINE AND CONTINUING NORTH 80°45’08” EAST A DISTANCE OF 51.00 FEET TO THE AFORE SAID WESTERLY LINE OF FULTON AVENUE; THENCE SOUTH 09°14’52” EAST ALONG SAID WESTERLY LINE OF FULTAN AVENUE A DISTANCE OF 646.72 FEET TO THE AFORESAID NORTHERLY LINE OF DOCUMENT 2022-112880; THENCE SOUTH 61°00’48” WEST ALONG SAID NORTHERLY LINE A DISTANCE OF 54.18 FEET BACK TO THE TRUE POINT OF BEGINNING.
END OF DESCRIPTION
Doc No. 2025-__
MVE Job # NC13140F
Dated: 12/15/2025
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Packet Pg. 116 Attachment: Grant Deed_APN 261-020-41 CORRECTED (26-5 : Grant Deed_Calvary Reformed Church) Plot December 16, 2025 at 10:41 AM P:\CAD\NC13140A-CCS3\MAP\LEGALS\51' STREET DED. FULTON\NC13140-Exhibit B-Fulton 51' Street Widening Church Property.dwg a
Packet Pg. 117 Attachment: Grant Deed_APN 261-020-41 CORRECTED (26-5 : Grant Deed_Calvary Reformed Church) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Kevin Werner, City Administrator
Date: 01/13/2026
Subject: Water, Sewer and Garbage Rates for 2026-2030
RECOMMENDED ACTION:
Pursuant to Resolution 25-36, if there is found to be a majority protest, the City shall not impose the fee or charge. In the event a majority protest is not present, the proposed water, sewer and garbage rates will be approved for a five-year period beginning February 1, 2026.
BACKGROUND:
The City of Ripon has three enterprise funds - water, sewer and garbage. Enterprise funds are operated by the City as a separate financial and legal entities. The revenue collected from rates must adequately fund the water, sewer, and garbage operations, maintenance, capital replacement, and compliance with existing and new State of California regulations.
The City evaluates utility rates every five years to ensure sufficient revenue is being collected from utility customers. The last utility rate increase was approved in January 2021 with annual rate increases to be implemented February 2021 – 2025. The approved rate increases do not automatically go into effect each year. The Ripon City Council has directed staff to prepare an annual report that summarizes the financials of each Enterprise Fund prior to the approved rates being implemented to determine if the full rate increase is necessary.
The City of Ripon contracted with an independent expert to conduct a comprehensive rate study for the water, sewer, and garbage funds for the rate study period of 2026-2030. A detailed report has been prepared that evaluates the expenses over the next five years to operate and maintain the water, sewer, and garbage utilities at the current service levels, meet State of California regulatory requirements, and complete necessary capital replacement of equipment that has exceeded its useful life.
The City Council held a workshop on October 30, 2025 to review the recommendations from this analysis. Based on the discussion and direction from the City Council, the Water, Sewer, and
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Garbage Funds Rates Study report has been updated (see attached) and summarized below.
Proposed Water Rate Increases - The proposed water rate increase of 4 percent over the next 5 years is necessary to continue to provide the current service levels along with operating and maintaining new well head treatment systems at two groundwater wells.
Proposed Sewer Rate Increases - The proposed sewer rate increase of 3 percent over the next 5 years is necessary to continue to maintain current service levels while also transferring the funds necessary to fund a significant upgrade of the wastewater treatment plant when the 1994 Wastewater Discharge Regulatory Permit limits are updated to present-day State mandated treatment standards.
Proposed Garbage Rate Increases - As a result of the unanticipated expenses associated with complying with State of California regulatory mandates during the previous rate study period of 2020-2025, the garbage operating fund balance has dropped below the target balance. This could impact service levels if an unplanned expense (e.g., garbage truck damaged to the extent it no longer can be used, etc.) arises and the funds are not available.
The proposed garbage rate increase of 20 percent in year 1 and 4 percent over the remaining years of the rate study period is necessary to maintain current service levels while also restoring the target balance of the garbage operating fund to have funds available if an unplanned emergency expense arises. The increase will also allow the City to continue to comply with State of California unfunded mandates while transferring the funds necessary to replace capital that has exceeded its’ useful life.
Combined Impact of Recommended Rate Increases - The combined impact upon a typical residential customer is summarized in the table and figure below. The impact on the monthly bill is for a residential customer with a 1-inch water meter and 16 hundred cubic feet per month water use, a sewer connection and residential curbside 1 black + 1 green service.
Prior Recommended
Monthly Bill FY25 FY26 FY27 FY28 FY29 FY30
Water $52.60 $54.64 $56.94 $59.24 $61.64 $64.04
Sewer $26.20 $27.00 $27.80 $28.60 $29.50 $30.40
Garbage $44.30 $53.15 $55.25 $57.45 $59.75 $62.15
Total $123.10 $134.79 $139.99 $145.29 $150.89 $156.59
Monthly $ ∆ FY25 FY26 FY27 FY28 FY29 FY30
Water $1.02 $2.04 $2.30 $2.30 $2.40 $2.40
Sewer $1.00 $0.80 $0.80 $0.80 $0.90 $0.90
Garbage $1.70 $8.85 $2.10 $2.20 $2.30 $2.40
Total $3.72 $11.69 $5.20 $5.30 $5.60 $5.70
Monthly % ∆ FY25 FY26 FY27 FY28 FY29 FY30
Water 2% 4% 4% 4% 4% 4%
Sewer 4% 3% 3% 3% 3% 3%
Garbage 4% 20% 4% 4% 4% 4%
Total 3.1% 9.5% 4.0% 4.0% 4.0% 4.0%
$53 $55 $57 $59 $62 $64
$26 $27 $28 $29 $30 $30
$44
$53 $55 $57 $60 $62
$123
$135 $140 $145 $151 $157
$0
$20
$40
$60
$80
$100
$120
$140
$160
$180
$200
FY25 FY26 FY27 FY28 FY29 FY30
Garbage Sewer Water
Comparison of Ripon’s Utility Rates to Other Cities - Current and projected February 2026 residential customer bills for Ripon were compared to those in other nearby cities based on a customer with a 1-inch water meter and 16 hundred cubic feet of monthly water use, a sewer
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connection, and residential curbside garbage service of 1-black + 1-green cans are shown in the figure below.
Ripon’s proposed utility rate is 11% lower than the average of the Cities surveyed.
DISCUSSION:
On November 10, 2025, the City Council adopted Resolution 25-36 in accordance with Proposition 218 to increase water, sewer, and garbage utility rates from February 1, 2026 to 2030, which included:
Setting a public hearing for January 13, 2026 to consider protests opposing the proposed water, sewer, and garbage utility rate increases.
Providing written notice to property owners by mail of the proposed water, sewer, and garbage rates.
In the event that a majority protest does not exist, the proposed water, sewer and garbage rates would be approved for a five-year period beginning February 1, 2026.
A majority protest is defined as 50% +1 protest ballots, collected from each existing parcel that has at least one utility service. The City Clerk will add the protest ballots from each parcel during the public hearing and verify if they add up to the majority protest, which would be 2,697 ballots.
In the event that a majority protest does not exist, the proposed water, sewer and garbage utility rate increases would be approved.
Attachments:
1. Utility Rate Study_2025
2.A
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Pavletic consulting llc
2014 Mann Pkwy, Celina, TX 75009
D R A F T
Water, Sewer and Garbage Funds Rates Study
Prepared for
City of Ripon, California
November 3, 2025
Exhibit A
2.A.a
Packet Pg. 121 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) This Page Intentionally Blank.
Exhibit A
2.A.a
Packet Pg. 122 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Pavletic consulting llc i
DRAFT for review purposes only. Use of contents on this sheet is subject to the limitations specified at the end of this document.
Table of Contents
List of Figures
Figure ES-1. Impact of Water, Sewer and Garbage Rates on Residential Monthly Bills .............................. 5 Figure 1-1. Overview of Rate Setting Analytical Steps.................................................................................1-1 Figure 2-1. Projected Number of Metered Accounts and Water Usage .....................................................2-1 Figure 2-2. Historic and Projected Water Usage..........................................................................................2-2 Figure 2-3. Water Operating Fund Cash Flow, Debt Service Coverage & Monthly Bill Increases.............2-4 Figure 3-1. Sewer Operating Fund Cash Flow, Debt Service Coverage & Monthly Bill Increases.............3-3 Figure 4-1. Garbage Operating Fund Cash Flow, Debt Service Coverage & Monthly Bill Increases.........4-2 Figure 5-1. Impact of Water, Sewer and Garbage Rates on Residential Monthly Bills .............................5-1 Figure 5-2. Survey of Single Family Customer Bills .....................................................................................5-2 List of Tables
Table ES-1. Water and Sewer Funds Revenue Bond Summary as of June 30, 2024.................................. 2 Table ES-2. Recommended Water Rates ........................................................................................................ 2 Table ES-3. Recommended Sewer Rates........................................................................................................ 3 Table ES-4. Recommended Garbage Unit Costs............................................................................................. 3 Table ES-5. Recommended Garbage Rates.................................................................................................... 4 Table 1-1. Implementation of 2020 Rates Study Recommended Rates ...................................................1-3 Table 2-1. Number of Water Meters by Customer Class and Size..............................................................2-2 Table 2-2. Water Operating Fund Cash Flow................................................................................................2-3 Table 2-3. Recommended Water Rates .......................................................................................................2-5 Table 3-1. Sewer Operating Fund Cash Flow ...............................................................................................3-2 Table 3-3. Recommended Sewer Rates .......................................................................................................3-4 Table 4-1. Garbage Operating Fund Cash Flow ...........................................................................................4-1 Table 4-2. Recommended Garbage Unit Costs............................................................................................4-2 Table 4-3. Recommended Garbage Rates ...................................................................................................4-3 Exhibit A
2.A.a
Packet Pg. 123 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Table of Contents
City of Ripon
Water, Sewer and Garbage Funds Rates Study
ii Pavletic consulting llc
DRAFT for review purposes only. Use of contents on this sheet is subject to the limitations specified at the end of this document.
List of Abbreviations
AF acre feet (equal to 325,851 gallons)
CCI Construction Cost Index
CIP Capital Improvement Program
City City of Ripon
DSC Debt Service Coverage
FY Fiscal year (July 1 to June 30)
ENR Engineering News Record
FY26 July 1, 2025 to June 30, 2026
gpd gallons per day
hcf Hundred Cubic Feet (equal to ~ 748.1 gallons)
mgd million gallons per day
O&M Operation and maintenance
RMC Ripon Municipal Code
R&R Repair and Replacement
SFR Single Family Residential
Exhibit A
2.A.a
Packet Pg. 124 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Use of contents on this sheet is subject to the limitations specified at the end of this document. ES-1 Executive Summary
The City of Ripon has three enterprise funds: Water, Sewer and Garbage. 1,2 Enterprise funds are
operated by the City in a “business-type” manner and the City charges customers for services provided through these enterprises. All residents within the City limits are required to sign up for all three services.
The City, in conjunction with Pavletic Consulting LLC, has analyzed the adequacy of revenues to meet projected expenditures of the enterprise funds to determine whether revenues will be adequate to cover operating and maintenance costs as well as needed capital expenditures while supporting debt service obligations and meeting target reserve levels. Revenues from rates, which generate approximately 99% of water and garbage enterprise fund revenues and 91% of sewer fund revenues, were developed for the five-year period Fiscal Year 2025 – 2026 (FY26) through FY30.
The last rate study that recommended utility rate increases was completed in 2020. Based on that study, the City Council adopted rates for the five-year period FY21 through FY25. City council requested staff bring back the adopted rate increases each year for evaluation prior to implementation. After evaluation, rates adopted from the 2020 Rate Study were implemented each fiscal year from FY21 through FY25.
Significant Assumptions
There are several assumptions in this study related to future interest rates, cost inflation, the annual number of new connections, water sales and other items. The unifying theme underlying all assumptions is that rates based on the assumptions should have a very high probability of recovering annual revenue requirements.
A summary of the most significant assumptions made in this study are listed below.
Assumption 1. Projected growth in accounts for all enterprises is 40 single family accounts per year, which reflects with recent growth rates of less than 1% per year. The City has a 2.5% growth cap.
Assumption 2. Projected residential average annual water use for FY26 is approximately 22 hcf per month. Projected nonresidential average annual water use for FY26 is approximately 60 hcf per month.
Assumption 3. Projected reduction in water use for residential and nonresidential accounts is 0.5 percent per year for FY26-FY30.
Assumption 4. The target cash balance reserve level for the water and sewer funds is 35 percent of annual operating expenditures. The target cash balance reserve level for the garbage fund is 20 percent of annual operating expenditures.
Assumption 5. Operating expenditures, including Overhead Reimbursements, and capital transfers were projected using data from City staff.
1 The City’s financial statements use the term “Refuse Fund.” The City’s budgets use the term “Garbage Fund.” The terms are interchangeable and refer to Fund 120. The term “Garbage” is used in this report. 2 The City’s financial statements use the term “Sewer Fund.” The City’s budgets use the term “Ripon Municipal Sewer District No. 1.” The terms are interchangeable and refer to Fund 130. The term “Sewer” is used in this report.
Exhibit A
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Packet Pg. 125 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Executive Summary
City of Ripon
Water, Sewer and Garbage Funds Rates Study
ES-2 Use of contents on this sheet is subject to the limitations specified at the end of this document.
Long-Term Debt
As of June 30, 2024, the City has three Revenue Bonds with principal outstanding – two for the Water Fund with $4,745,000 outstanding and one for the Sewer Fund with $375,000 outstanding – for a total of $5,120,000. At the end of the five-year rate study period (FY30), the outstanding principal balance for the two Water bonds will be
$3,545,000. The Sewer bond
will reach maturity in October
2025.
Bonds are secured by a
pledge of net revenues from
each fund. Principal payments
are due annually on October
1. Interest payments are
payable semi-annually on April
1 and October 1. Rates
developed in this study are
set to generate Net Revenues
greater than or equal to 1.2 times the annual debt service. Interest rates, maturity dates, amounts issued and amounts outstanding as of June 30, 2024, are summarized in Table ES-1.
Recommended Water Rates
Recommended rates for FY26 – FY30 are listed in the table below. Rates that include the Annual Payment Discount or the reduction for Qualified Income are not shown.
Table ES-2. Recommended Water Rates
Current Recommended
Customer Class and Meter Size FY25 FY26 FY27 FY28 FY29 FY30 Rate Change Effective Date > 1-Feb-2025 1-Feb-2026 1-Feb-2027 1-Feb-2028 1-Feb-2029 1-Feb-2030 Annual percent increase > 2.0% 4.0% 4.0% 4.0% 4.0% 4.0% Residential, Commercial, Industrial
Meter Rates ($/month)
¾-inch $35.00 $36.40 $37.90 $39.40 $41.00 $42.60
1-inch $35.00 $36.40 $37.90 $39.40 $41.00 $42.60
1½-inch $58.90 $61.30 $63.80 $66.40 $69.10 $71.90
2-inch $86.70 $90.20 $93.80 $97.60 $101.50 $105.60
2½-inch $123.00 $128.00 $133.00 $138.00 $144.00 $150.00 3-inch $162.00 $168.00 $175.00 $182.00 $189.00 $197.00
4-inch $248.00 $258.00 $268.00 $279.00 $290.00 $302.00
6-inch $481.00 $500.00 $520.00 $541.00 $563.00 $586.00
8-inch $768.00 $799.00 $831.00 $864.00 $899.00 $935.00
10-inch $1,097.00 $1,141.00 $1,187.00 $1,234.00 $1,283.00 $1,334.00 Usage Rates ($/hcf) $1.10 $1.14 $1.19 $1.24 $1.29 $1.34 Non-potable
Meter Rates ($/month) $5.62 $5.84 $6.07 $6.31 $6.56 $6.82 Usage Rates ($/hcf) $0.95 $0.99 $1.03 $1.07 $1.11 $1.15 Note: Rates that include the Annual Payment Discount or the reduction for Qualified Income are not shown.
Table ES-1. Water and Sewer Funds Revenue Bond Summary as of June 30, 2024 Amounts Outstanding As of
Bond and Fund Interest Rates Maturity Dates Issued June 30, 2024 Water Fund
2006C Revenue Bonds
Term Bonds 4.50% October 1, 2027 $2,120,000 $1,775,000
Term Bonds 4.50% October 1, 2032 $2,250,000 $1,950,000
$4,370,000 $3,725,000
2012 Refunding Revenue Bonds
Serial Bonds 2.00% - 3.375% October 1, 2027 $3,350,000 $1,020,000 Sewer Fund
2011 Refunding Revenue Bonds
Term Bonds 4.20% October 1, 2025 $2,195,000 $375,000
Water and Sewer Funds $9,915,000 $5,120,000
Exhibit A
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Packet Pg. 126 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) City of Ripon
Water, Sewer and Garbage Funds Rates Study Executive Summary Use of contents on this sheet is subject to the limitations specified at the end of this document. ES-3 Recommended Sewer Rates
Recommended rates for FY26 – FY30 are listed in the table below. Rates that include the Annual Payment Discount or the reduction for Qualified Income are not shown.
Table ES-3. Recommended Sewer Rates
Recommended Garbage Rates
Recommended unit costs and rates for FY26 – FY30 are listed in the tables below. Residential rates that include the Annual Payment Discount or the reduction for Qualified Income are not shown.
Table ES-4. Recommended Garbage Unit Costs
Current Recommended
Customer Class and Service Type FY25 FY26 FY27 FY28 FY29 FY30 Rate Change Effective Date > 1-Feb-2025 1-Feb-2026 1-Feb-2027 1-Feb-2028 1-Feb-2029 1-Feb-2030 Annual percent increase > 4% 3.0% 3.0% 3.0% 3.0% 3.0%
Residential
Full Rate, $/month
Single family dwellings $26.20 $27.00 $27.80 $28.60 $29.50 $30.40 Dwelling unit in a duplex $26.20 $27.00 $27.80 $28.60 $29.50 $30.40 Dwelling unit in an apartment $26.20 $27.00 $27.80 $28.60 $29.50 $30.40 Separate detached apartment $2.10 $2.20 $2.30 $2.40 $2.50 $2.60 Retirement home occupants $5.70 $5.90 $6.10 $6.30 $6.50 $6.70 $23.58 $24.30 $25.02 $25.74 $26.55 $27.36
$20.96 $21.60 $22.24 $22.88 $23.60 $24.32
Single family dwellings $298.68 $307.80 $316.92 $326.04 $336.30 $346.56 $268.81 $277.02 $285.23 $293.44 $302.67 $311.90
$238.94 $246.24 $253.54 $260.83 $269.04 $277.25
Commercial
Minimum Base Rate, $/month $25.00 $25.80 $26.60 $27.40 $28.20 $29.00 Flow Charge - Full Rate, $/hcf $1.50 $1.55 $1.60 $1.65 $1.70 $1.75 Minimum Base Rate, Annual, $/month $285.00 $294.10 $303.20 $312.40 $321.50 $330.60 Flow Charge, $/hcf - 95% Rate $1.60 $1.47 $1.50 $1.50 $1.50 $1.50 Minimum Base Rate w/Lndscp Credit $25.00 $25.80 $26.60 $27.40 $28.20 $29.00 Flow Charge - Lndscp Credit, hcf $1.44 $1.48 $1.52 $1.57 $1.62 $1.67 Industrial
Flow Charge, $/1000 gallons $2.00 $2.10 $2.20 $2.30 $2.40 $2.50 Biochemical Oxygen Demand, $/1000 pounds $204.50 $210.60 $216.90 $223.40 $230.10 $237.00 Suspended Solids, $/1000 pounds $226.20 $233.00 $240.00 $247.20 $254.60 $262.20 Note: Rates that include the Annual Payment Discount or the reduction for Qualified Income are not shown. 10% Lower Income Discount
20% Lower Income Discount
10% Lower Income Discount, $/month
20% Lower Income Discount, $/month
5% Lower Income Discount, $/month
Current Projected
Customer Class and Service Type FY25 FY26 FY27 FY28 FY29 FY30 Rate Change Effective Date > 1-Feb-2025 1-Feb-2026 1-Feb-2027 1-Feb-2028 1-Feb-2029 1-Feb-2030 Annual percent increase > 4.0% 10.0% 10.0% 4.0% 4.0% 4.0% Unit Costs and Categories
Black can $40.85 $44.95 $49.45 $51.45 $53.50 $55.65
Additional black can $17.35 $19.10 $21.00 $21.85 $22.70 $23.60 Green can $3.45 $3.80 $4.20 $4.35 $4.50 $4.70
Tubbie, per dump $46.35 $51.00 $56.10 $58.35 $60.70 $63.15 Backyard service per can $8.90 $9.80 $10.80 $11.25 $11.70 $12.15 Exhibit A
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Packet Pg. 127 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Executive Summary
City of Ripon
Water, Sewer and Garbage Funds Rates Study
ES-4 Use of contents on this sheet is subject to the limitations specified at the end of this document.
Table ES-5. Recommended Garbage Rates
Current Projected
Customer Class and Service Type FY25 FY26 FY27 FY28 FY29 FY30 Residential
Full Rate Rate Code
Res Curbside 1 Blk 501 $40.90 $44.95 $49.45 $51.45 $53.50 $55.65 Res Curbside 2 Blk 502 $58.20 $64.05 $70.45 $73.30 $76.20 $79.25 Res Curbside 3 Blk 503 $75.70 $83.15 $91.45 $95.15 $98.90 $102.85 Res Curbside 4 Blk 504 $93.00 $102.25 $112.45 $117.00 $121.60 $126.45 Res Curbside 1 Blk + 1 Grn 510 $44.30 $48.75 $53.65 $55.80 $58.00 $60.35 Res Curbside 1 Blk + 2 Grn 511 $47.70 $52.55 $57.85 $60.15 $62.50 $65.05 Res Curbside 2 Blk + 1 Grn 512 $61.60 $67.85 $74.65 $77.65 $80.70 $83.95 Res Curbside 2 Blk + 2 Grn 513 $65.00 $71.65 $78.85 $82.00 $85.20 $88.65 Res Curbside 3 Blk + 1 Grn 514 $79.10 $86.95 $95.65 $99.50 $103.40 $107.55 Res Curbside 4 Blk + 1 Grn 515 $96.40 $106.05 $116.65 $121.35 $126.10 $131.15 Res Curbside 1 Blk + 3 Grn 516 $51.10 $56.35 $62.05 $64.50 $67.00 $69.75 Res Curbside 1 Blk + 4 Grn 517 $71.85 $79.25 $87.25 $90.70 $94.20 $98.05 Res Curbside 2 Blk + 3 Grn 518 $68.40 $75.45 $83.05 $86.35 $89.70 $93.35 Res Curbside 3 Blk + 2 Grn 519 $82.45 $90.75 $99.85 $103.85 $107.90 $112.25 Res Curbside #2 Blk Only 520 $17.40 $19.10 $21.00 $21.85 $22.70 $23.60 Res Curbside #2 Blk + Grn 521 $20.80 $22.90 $25.20 $26.20 $27.20 $28.30 Res Curbside 1 Grn Only 522 $3.40 $3.80 $4.20 $4.35 $4.50 $4.70 Res Backyard 1 Blk 523 $49.70 $54.75 $60.25 $62.70 $65.20 $67.80 Res Backyard 1 Blk + 1 Grn 524 $61.90 $68.35 $75.25 $78.30 $81.40 $84.65 Res Curbside 2 Grn Only 525 $6.80 $7.60 $8.40 $8.70 $9.00 $9.40 Multiple Dwelling
Duplex Curbside 560 $81.40 $89.90 $98.90 $102.90 $107.00 $111.30 Duplex Curbside + 1 Grn 561 $84.80 $93.70 $103.10 $107.25 $111.50 $116.00 Duplex Curbside + 2 Grn 562 $88.20 $97.50 $107.30 $111.60 $116.00 $120.70 4-Plex Curbside + Grn Can 564 $167.50 $183.60 $202.00 $210.15 $218.50 $227.30 Duplex Curbside 2 Blk + 1 Grn (561+520) 568 $102.20 $112.80 $124.10 $129.10 $134.20 $139.60 Triplex Curbside 565 $122.60 $134.85 $148.35 $154.35 $160.50 $166.95 Triplex Curbside + 1 Grn 566 $126.00 $138.65 $152.55 $158.70 $165.00 $171.65 4-Plex Curbside 567 $164.10 $180.50 $198.60 $206.50 $214.80 $223.40 Commercial
Comm Curbside 1 Tubbie + 3 Blk 563 $307.95 $338.85 $372.75 $387.75 $403.30 $419.55 Comm Curbside 1 Blk 570 $40.90 $44.95 $49.45 $51.45 $53.50 $55.65 Comm Curbside 2 Blk 571 $81.70 $89.90 $98.90 $102.90 $107.00 $111.30 Comm Curbside 2 Blk + 1 Grn (571+522) 569 $85.15 $93.70 $103.10 $107.25 $111.50 $116.00 Comm Curbside 3 Blk 572 $122.55 $134.85 $148.35 $154.35 $160.50 $166.95 Comm Curbside 1 Blk + 1 Grn 573 $44.30 $48.75 $53.65 $55.80 $58.00 $60.35 Comm Curbside 9 Blk + 1 Grn 574 $371.10 $408.35 $449.25 $467.40 $486.00 $505.55 Comm Backyard 1 Blk 575 $49.70 $54.75 $60.25 $62.70 $65.20 $67.80 Comm Backyard 1 Blk + 1 Grn 577 $62.10 $68.35 $75.25 $78.30 $81.40 $84.65 Comm Curbside 1 Tubbie 578 $185.40 $204.00 $224.40 $233.40 $242.80 $252.60 Comm Curbside 2 Tubbies 579 $370.80 $408.00 $448.80 $466.80 $485.60 $505.20 Comm Curbside ANN 1 Blk 580 $466.26 $512.43 $563.73 $586.53 $609.90 $634.41 Comm Curbside ANN 1 Blk + 1 Grn 583 $505.02 $555.75 $611.61 $636.12 $661.20 $687.99 Comm Curbside 4 Blk 1 Grn 581 $166.85 $183.60 $202.00 $210.15 $218.50 $227.30 Comm Curbside ANN 3 Blk 582 $1,397.07 $1,537.29 $1,691.19 $1,759.59 $1,829.70 $1,903.23 Comm Curbside ANN Tubbie 587 $2,113.56 $2,325.60 $2,558.16 $2,660.76 $2,767.92 $2,879.64 Comm Curbside 2 Grn 588 $6.80 $7.60 $8.40 $8.70 $9.00 $9.40 Comm Curbside 4 Grn (588x2) 591 $13.60 $15.20 $16.80 $17.40 $18.00 $18.80 Comm Curbside 6 Grn 592 $20.40 $22.80 $25.20 $26.10 $27.00 $28.20 Comm Curbside 2 Blk + 5 Grn 593 $98.95 $108.90 $119.90 $124.65 $129.50 $134.80 Comm Curbside 2 Blk + 12 Grn 594 $123.10 $135.50 $149.30 $155.10 $161.00 $167.70 Comm Curbside 1 Blk + 2 Grn 589 $47.70 $52.55 $57.85 $60.15 $62.50 $65.05 Bulk
5-Plex 590 $204.25 $224.75 $247.25 $257.25 $267.50 $278.25 Tiffany Estates 43 Blk cans 595 $1,758.70 $1,932.85 $2,126.35 $2,212.35 $2,300.50 $2,392.95 Zion Curbside 9 Grn 598 $30.60 $34.20 $37.80 $39.15 $40.50 $42.30 Exhibit A
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Packet Pg. 128 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) City of Ripon
Water, Sewer and Garbage Funds Rates Study Executive Summary Use of contents on this sheet is subject to the limitations specified at the end of this document. ES-5 Combined Impact of Water, Sewer and Garbage Rates
The combined impact of the recommended rate increases upon a typical residential customer is summarized in the table and figure below. The impact on the monthly bill is for a residential customer with a 1-inch water meter and 16 hcf per month water use, a sewer connection, and residential curbside 1 black can + 1 green can service.
Figure ES-1. Impact of Water, Sewer and Garbage Rates on Residential Monthly Bills Prior Recommended
Monthly Bill FY25 FY26 FY27 FY28 FY29 FY30
Water $52.60 $54.64 $56.94 $59.24 $61.64 $64.04
Sewer $26.20 $27.00 $27.80 $28.60 $29.50 $30.40
Garbage $44.30 $53.15 $55.25 $57.45 $59.75 $62.15
Total $123.10 $134.79 $139.99 $145.29 $150.89 $156.59
Monthly $ ∆ FY25 FY26 FY27 FY28 FY29 FY30
Water $1.02 $2.04 $2.30 $2.30 $2.40 $2.40
Sewer $1.00 $0.80 $0.80 $0.80 $0.90 $0.90
Garbage $1.70 $8.85 $2.10 $2.20 $2.30 $2.40
Total $3.72 $11.69 $5.20 $5.30 $5.60 $5.70
Monthly % ∆ FY25 FY26 FY27 FY28 FY29 FY30
Water 2% 4% 4% 4% 4% 4%
Sewer 4% 3% 3% 3% 3% 3%
Garbage 4% 20% 4% 4% 4% 4%
Total 3.1% 9.5% 4.0% 4.0% 4.0% 4.0%
$53 $55 $57 $59 $62 $64
$26 $27 $28 $29 $30 $30
$44
$53 $55 $57 $60 $62
$123
$135 $140 $145 $151 $157
$0
$20
$40
$60
$80
$100
$120
$140
$160
$180
$200
FY25 FY26 FY27 FY28 FY29 FY30
Garbage Sewer Water
Exhibit A
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Packet Pg. 129 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) This Page Intentionally Blank.
Exhibit A
2.A.a
Packet Pg. 130 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Use of contents on this sheet is subject to the limitations specified at the end of this document. 1-1 Section 1
Introduction
The City’s water, sewer and garbage enterprise fund rates are intended to recover revenues sufficient to adequately fund utility operations, maintenance, and capital replacement expenditures, and meet debt service obligations, while keeping rates as competitive as possible and maintaining a prudent level of reserves.
1.1 Organization of the Report
This report is divided into six sections. This introduction provides an overview of the study objectives.
Section 2 discusses the evaluation of water rates and funding requirements.
Section 3 discusses the evaluation of sewer rates and funding requirements.
Section 4 discusses the evaluation of garbage rates and funding requirements.
Section 5 describes the impact of proposed rates on customers.
Section 6 describes the limitations of the study document.
1.2 Overview of Utility Rate Setting Process
Rate studies classically have three categories of technical analysis – the development of revenue required from rates, the allocation of costs among functional cost categories (cost-of-service analysis) and the design of a rate structure. An overview of the rate-setting analytical steps is shown in Figure 1-1.
The revenue required from rates is net of non-rate revenues (for example interest earned on fund balances, loan disbursements and revenue from new connections to the water system) and other revenues not required from rates (such
as revenue from meter turn on/off
services).
The allocation of costs are structured so
that the revenue required from charges is
distributed proportionally for every level
of service in a manner that allows the
development of unit costs.
The rate structure uses the unit costs as
a basis for aggregating costs into rates
that are applicable to the various
customer classes.
Figure 1-1. Overview of Rate Setting Analytical Steps
The methodology used to develop rates in this study includes only the revenue requirement analysis. A cost-of-service analysis was not conducted and the rate structures remain the same as the current structures.
Revenue Requirement Analysis
Compares revenues of the utility to its operating
and capital costs to determine the adequacy of
the existing rates to recover costs
Cost-of-service Analysis
Allocates the revenue requirements to the various
customer classes in a fair and equitable manner
Rate Design Analysis
Considers both the level of rates and the structure
of the rate design to collect the distributed
revenue requirements from each customer class
Exhibit A
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Packet Pg. 131 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Section 1 Introduction
1-2 Use of contents on this sheet is subject to the limitations specified at the end of this document.
1.3 City Location and Population
The City of Ripon is the most southeasterly town in San Joaquin County, approximately 20 miles south of Stockton on Route 99. The city has a total area of 5.5 square miles.
1.4 Overview of City Enterprise Funds
As noted in the City’s annual audit reports, the City has three enterprise funds: Water, Sewer, and Garbage.1 The City charges customers for the services it provides, these services are reported in proprietary (enterprise) funds. Enterprise funds are reported in the same way all activities are reported in the Statement of Net Position and Statement of Activities. For example, principal payments on long-term debt are recorded as a reduction to the liability.
The City’s enterprise fund financial statements are essentially the same as the business-type activities reported in the government-wide financial statements. The City utilizes the modified cash basis of accounting and accordingly, capital assets are not capitalized or depreciated.
The three enterprise funds account for the provision of water, sewer and garbage collection and disposal services to residents of the City. All activities necessary to provide such services are accounted for in these funds, including administration, maintenance, operations, capital improvements, financing and related debt service, and billing and collection.
1.5 Source Data for the Study
Information and data for the development of rates and preparation of this report comes from documents provided by the City. The list of documents, and the key information and data from each used in this study, are summarized below.
City of Ripon Audit Reports. Data from the Financial Statements for Fiscal Year ending June 30, 2024, were evaluated. Data from these reports used as part of this rate study include debt service obligations for each enterprise fund.
City of Ripon Adopted Budgets. Data from annual budget for Fiscal Year 2025-26 (FY26) was evaluated.
The FY26 Annual Budget included actual financial data for FY25. Data used as part of this rate study include actual and projected expenditures and revenues for each enterprise fund.
Utility Billing System data. Monthly metered water use was provided by the City. For each enterprise, the City provided the number of units of use. Units of use included accounts by customer class (for example, residential, multiple family, commercial) and rate type (for example, flat charge for commercial wastewater flow and number of black and/or green cans for garbage service). The City also provided monthly bills for industrial wastewater accounts.
1.6 Rate-Making Objectives
There are numerous rate-making objectives that must be considered when developing rates and rate structures.
Revenue sufficiency. Generate sufficient revenue to fund operating costs, capital costs and bonded debt, and maintain adequate reserves.
Revenue stability. Recover revenue from fixed and variable charges that will cover fixed and variable costs (barring water shortages when rationing may be required). 1 See Footnotes 1 and 2 from the Executive Summary regarding names of the enterprise funds.
Exhibit A
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Packet Pg. 132 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Introduction Section 1
Use of contents on this sheet is subject to the limitations specified at the end of this document 1-3 Affordability. Be as affordable as possible while maintaining the utilities sound financial position and credit rating.
Customer acceptance. Be as simple as possible to facilitate customer understanding and acceptance.
Fairness. Provide for each customer class to pay its proportionate share of the required revenue in compliance with legal rate-making requirements.
1.7 Implementation of 2020 Rates Study Recommended Rates An Enterprise Funds Rates and Cash Flow Study was completed in September 2020 (2020 Rates Study).
Based on findings and recommendations in the 2020 Rates Study, the City Council approved Resolution No. 20-55 which adopted maximum garbage, sewer and water rates to be effective February 1st of 2021, 2022, 2023, 2024 and 2025 (five years).
The City Council had directed staff to re-analyze the financial position of each Enterprise Fund each year to decide if any rate needed to be increased based upon the approved increases.
In the Water Fund, the adopted rates were implemented for each of the five years. The impact on Single Family bills was in increase of approximately 2% per year.
In the Sewer Fund, the adopted rates were implemented for each of the five years. The impact on Single Family bills was in increase of approximately 4% per year.
In the Garbage Fund, the adopted rates were implemented for each of the five years. The impact on Single Family bills was in increase of approximately 5% per year for the first three fiscal years followed by increases of approximately 4% per year for the last two fiscal years.
The combined impact of the recommended rate increases upon a typical residential customer is summarized in the table and figure below.
Table 1-1. Implementation of 2020 Rates Study Recommended Rates Note: Monthly bills are for a Single Family residence with a 1-inch water meter, 16 hcf per month water usage, residential sewer service, and curbside pickup of 1 black + 1 green garbage cans Prior Implemented Implemented Implemented Implemented Implemented Monthly Bill FY20 FY21 FY22 FY23 FY24 FY25
Water $47.70 $48.62 $49.54 $50.56 $51.58 $52.60
Sewer $21.50 $22.40 $23.30 $24.20 $25.20 $26.20
Garbage $35.50 $37.20 $39.00 $41.00 $42.60 $44.30
Total $104.70 $108.22 $111.84 $115.76 $119.38 $123.10
Monthly $ ∆ FY20 FY21 FY22 FY23 FY24 FY25
Water $0.80 $0.92 $0.92 $1.02 $1.02 $1.02
Sewer $0.40 $0.90 $0.90 $0.90 $1.00 $1.00
Garbage $1.70 $1.70 $1.80 $2.00 $1.60 $1.70
Total $2.90 $3.52 $3.62 $3.92 $3.62 $3.72
Monthly % ∆ FY20 FY21 FY22 FY23 FY24 FY25
Water 2% 2% 2% 2% 2% 2%
Sewer 2% 4% 4% 4% 4% 4%
Garbage 5% 5% 5% 5% 4% 4%
Total 2.8% 3.5% 3.5% 3.5% 3.0% 3.0%
$48 $49 $50 $51 $52 $53
$22 $22 $23 $24 $25 $26
$36 $37 $39 $41 $43 $44
$105 $108 $112 $116 $119 $123
$0
$20
$40
$60
$80
$100
$120
$140
$160
$180
$200
FY20 FY21 FY22 FY23 FY24 FY25
Garbage Sewer Water
Exhibit A
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Exhibit A
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Packet Pg. 134 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Use of contents on this sheet is subject to the limitations specified at the end of this document. 2-1 Section 2
Water Enterprise Fund
The City’s meter rates and commodity rates are intended to recover revenues sufficient to adequately fund utility operations, maintenance, and capital replacement expenditures, and meet debt service obligations, while keeping rates as competitive as possible and maintaining a prudent level of reserves.
2.1 Water Sources and System Operations
In 2025, all of Ripon’s water originated from five groundwater Wells, two are located on the south side of Highway 99 and four on the north side. These Wells tap underground reserves or aquifers from approximately 125-500 feet below the ground surface. The aquifers are replenished by rainfall, the Stanislaus River and agricultural irrigation water. The total pumping capacity for all Wells connected to the City’s water distribution system is 9,000 gpm (gallons per minute). The City has two elevated storage tanks, a 1.5 MG (million gallons) located near the Jack Tone Interchange and a 2.5 MG tank on River Road at the Mistlin Sports Complex. These elevated tanks have the capacity to provide an additional 10,000 gpm for peak demand or firefighting needs. Ripon’s piping system is designed so that, depending upon the demand, water at a customers’ faucet can be supplied from a single Well or any combination of Wells in operation at any given time. In 2015 the City installed water meters on all customer accounts.
2.2 Water Connections, Meters and Usage
The water utility provides service to its residents, institutions, industries, and businesses through approximately 5,100 service connections. The approximate number of water meters and projected water usage for FY26, by customer class, are shown in the figures below.
Figure 2-1. Projected Number of Metered Accounts and Water Usage Number of Meters Projected FY26, 5,099 Projected FY26 Water Usage, 1,574,000 hundred cubic feet Residential
4,683
92%
Nonresidential
416
8%
Residential
1,357,871
86%
Nonresidential
216,474
14%
Residential
4,683
92%
Nonresidential
416
8%
Residential
1,357,871
86%
Nonresidential
216,474
14%
Exhibit A
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Packet Pg. 135 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Section 2 Water Enterprise Fund
2-2 Use of contents on this sheet is subject to the limitations specified at the end of this document.
The number of water connections and meters by customer class and size projected for FY26 is shown below in Table 2-1. Residential meters make up approximately 92% of all customers. Approximately 95% of all meters are 1-inch or less in size. Another 4% are 1½-inch or 2-inch meters. There are 25 meters that are 2½-inch or larger. The number of residential meters is projected to increase by approximately 40 per year (less than 1% per year).
Table 2-1. Number of Water Meters by Customer Class and Size
2.3 Historic and Projected Water Usage
Historic and projected water usage is shown in the table below. For the purpose of projecting metered water usage for FY26 and onward, average usage for FY25 is used as a starting point. Water usage projections for FY26 – FY30 are based upon the net impact of two variables: 1) increase in usage due to the growth in the number of metered accounts by 40 per year; and 2) decrease in usage due to conservation.
The decrease in usage is based on a percent reduction in average water use per account from the previous years’ value. Metered residential and nonresidential average water usage is projected to decrease by 0.5 percent per year for FY26 – FY30.
Figure 2-2. Historic and Projected Water Usage
Customer Class ¾-inch 1-inch 1½-inch 2-inch 2½-inch 3-inch 4-inch 6-inch Total % of Total Residential Metered 602 4,024 57 4,683 92%
Commercial Metered 76 157 45 113 1 13 9 2 416 8%
Total 678 4,181 102 113 1 13 9 2 5,099
% of Total 13% 82% 2% 2% 0.02% 0.25% 0.18% 0.04%
208 194 173 160 182 177 201 218 197 178 145 162
1,138
985
799 778
886 833
942 963 984 927 952 1,016
161 160 160 159 158 157 156
1,011 1,006 1,001 996 991 986 981
0 200
400
600
800
1,000
1,200
1,400
1,600
FY14 FY15 FY16 FY17 FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27 FY28 FY29 FY30 FY31 FY32 Historical Nonresidential Historical Residential Projected Nonresidential Projected Residential Annual Historical Usage Annual Projected Usage Exhibit A
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Packet Pg. 136 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Water Enterprise Fund Section 2
Use of contents on this sheet is subject to the limitations specified at the end of this document. 2-3
2.4 Water Operating Cash Flow
The evaluation of water rates involved the update of projected expenditures, revenue from rates, number of accounts and water usage. Operating cash flow (revenues, expenditures, and beginning, ending and target fund balances), and debt service coverage ratios are shown in the table below. Note that current projections of the debt service coverage ratio exceed the technical minimum of 1.20 times Net Revenues in all years. The target reserve level of unrestricted cash is 35 percent of annual operating expenditures.
Water operating fund expenditures, revenues and balances are shown below in Table 2-2.
Table 2-2. Water Operating Fund Cash Flow
Actual Budget and Projected
Water Operating Fund 110710 FY25 FY26 FY27 FY28 FY29 FY30 Beginning Cash 926,500 1,174,800 1,176,200 1,225,500 1,123,200 1,165,000 Revenues
Water Charges 4,050,800 4,111,900 4,284,200 4,471,700 4,662,900 4,858,600 Other Revenues 37,400 37,400 37,400 37,400 37,400 37,400 Total Revenues 4,088,200 4,149,300 4,321,600 4,509,100 4,700,300 4,896,000 Expenditures
Operating 2,294,900 2,472,600 2,596,700 2,936,800 3,056,500 3,182,900 Debt Service 778,700 775,300 775,600 774,600 502,000 503,100 Capital Reserve 766,300 900,000 900,000 900,000 1,100,000 1,100,000 Total Expenditures 3,839,900 4,147,900 4,272,300 4,611,400 4,658,500 4,786,000 Revenues less Total Expenditures 248,300 1,400 49,300 (102,300) 41,800 110,000 Ending Cash 1,174,800 1,176,200 1,225,500 1,123,200 1,165,000 1,275,000 Target Cash @ 0.35x Oper & Trans 803,200 865,400 908,800 1,027,900 1,069,800 1,114,000 Debt Service Coverage Test
Net Revenues 1,793,300 1,676,700 1,724,900 1,572,300 1,643,800 1,713,100 Add: Developer Capacity Charges 440,181 598,646 610,619 622,831 635,288 647,994 Net Income 2,233,481 2,275,346 2,335,519 2,195,131 2,279,088 2,361,094 Debt Service 778,700 775,300 775,600 774,600 502,000 503,100 Coverage Ratio 2.87 2.93 3.01 2.83 4.54 4.69
$ Over/(Under) 1.20 Ratio 1,299,041 1,344,986 1,404,799 1,265,611 1,676,688 1,757,374 Exhibit A
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Packet Pg. 137 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Section 2 Water Enterprise Fund
2-4 Use of contents on this sheet is subject to the limitations specified at the end of this document.
Operating cash flow (expenditures, and target and ending fund balances), debt service coverage ratios and the annual increase in Single Family monthly bills are shown in the figure below.
Figure 2-3. Water Operating Fund Cash Flow, Debt Service Coverage & Monthly Bill Increases 2,290,000
2,470,000 2,600,000
2,940,000 3,060,000 3,180,000
770,000
900,000 900,000
900,000
1,100,000 1,100,000
780,000
780,000 780,000
770,000
500,000 500,000
2.87x 2.93x 3.01x 2.83x 4.54x 4.69x
2%
4% 4% 4% 4% 4%
$0
$1,000,000
$2,000,000
$3,000,000
$4,000,000
$5,000,000
$6,000,000
FY25 FY26 FY27 FY28 FY29 FY30
Water Operating Fund Cash Flow, Debt Service Coverage & Monthly Bills Operating Capital Reserve Debt Service Coverage
Revenue End Balance Target Balance SF Mo. Bill % Δ
Exhibit A
2.A.a
Packet Pg. 138 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Water Enterprise Fund Section 2
Use of contents on this sheet is subject to the limitations specified at the end of this document. 2-5
2.5 Recommended Water Rates
Current and recommended water rates are summarized in the table below. Rates that include the Annual Payment Discount or the reduction for Qualified Income are not shown.
The existing rate structure has 13 unique rates (not including the Annual Payment Discount or the reduction for Qualified Income rates) and currently recovers approximately 57% of revenues from meter charges (both residential and nonresidential) and 43% of revenues from usage charges (both residential and nonresidential). Approximately 85% of revenues are from residential customers with the remaining 15% of revenues from commercial/industrial customers and sales of nonpotable water.
Table 2-3. Recommended Water Rates
Current Recommended
Customer Class and Meter Size FY25 FY26 FY27 FY28 FY29 FY30 Rate Change Effective Date > 1-Feb-2025 1-Feb-2026 1-Feb-2027 1-Feb-2028 1-Feb-2029 1-Feb-2030 Annual percent increase > 2.0% 4.0% 4.0% 4.0% 4.0% 4.0% Residential, Commercial, Industrial
Meter Rates ($/month)
¾-inch $35.00 $36.40 $37.90 $39.40 $41.00 $42.60
1-inch $35.00 $36.40 $37.90 $39.40 $41.00 $42.60
1½-inch $58.90 $61.30 $63.80 $66.40 $69.10 $71.90
2-inch $86.70 $90.20 $93.80 $97.60 $101.50 $105.60
2½-inch $123.00 $128.00 $133.00 $138.00 $144.00 $150.00 3-inch $162.00 $168.00 $175.00 $182.00 $189.00 $197.00
4-inch $248.00 $258.00 $268.00 $279.00 $290.00 $302.00
6-inch $481.00 $500.00 $520.00 $541.00 $563.00 $586.00
8-inch $768.00 $799.00 $831.00 $864.00 $899.00 $935.00
10-inch $1,097.00 $1,141.00 $1,187.00 $1,234.00 $1,283.00 $1,334.00 Usage Rates ($/hcf) $1.10 $1.14 $1.19 $1.24 $1.29 $1.34 Non-potable
Meter Rates ($/month) $5.62 $5.84 $6.07 $6.31 $6.56 $6.82 Usage Rates ($/hcf) $0.95 $0.99 $1.03 $1.07 $1.11 $1.15 Note: Rates that include the Annual Payment Discount or the reduction for Qualified Income are not shown.
Exhibit A
2.A.a
Packet Pg. 139 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) This Page Intentionally Blank.
Exhibit A
2.A.a
Packet Pg. 140 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Use of contents on this sheet is subject to the limitations specified at the end of this document. 3-1 Section 3
Sewer Enterprise Fund
The City’s flat rates for residential customers and commodity rates for nonresidential customers are intended to recover revenues sufficient to adequately fund utility operations, maintenance, and capital replacement expenditures, and meet debt service obligations, while keeping rates as competitive as possible and maintaining a prudent level of reserves.
3.1 Wastewater System Operations
The Public Works Department maintains approximately 40 miles of sewer collection system piping and provides operation and maintenance of six (6) wastewater pumping stations. The treatment plant is permitted for 1.4 Million Gallons per Day (MGD) and is currently processing 1 MGD. The City’s treatment plant processes approximately 367 million gallons of wastewater each year. The facility is located at the south-end of Acacia Avenue and consists of 20 acres of treatment ponds with six (6) 10 horsepower mechanical brush aerators, which provides additional oxygen transfer for the biological treatment process. Treated wastewater is disposed into forty (40) acres of disposal ponds located to the west of the treatment ponds.
3.2 Sewer Accounts
The sewer utility provides service to its approximately 5,800 residential dwelling units and 200 commercial connections. Multiple family accounts are categorized as residential in terms of their sewer rate category and as commercial in terms of their water rate category. The number of residential accounts is projected to increase by approximately 40 per year.
Exhibit A
2.A.a
Packet Pg. 141 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Section 3 Sewer Enterprise Fund
3-2 Use of contents on this sheet is subject to the limitations specified at the end of this document.
3.3 Sewer Operating Cash Flow
The evaluation of sewer rates involved the update of projected expenditures, revenue from rates, and number of accounts. Operating cash flow (revenues, expenditures, and beginning, ending and target fund balances), and debt service coverage ratios are shown in the table below. Note that current projections of the debt service coverage ratio exceed the technical minimum of 1.20 times Net Revenues in all years. The target reserve level of unrestricted cash is 35 percent of annual operating expenditures.
Sewer operating fund expenditures, revenues and balances are shown below in Table 3-1.
Table 3-1. Sewer Operating Fund Cash Flow
The Capital Reserve includes funding collected for the future Waste Water Treatment Plant (WWTP). In March 2015, City Council agreed to collect funding from existing customers to fund future WWTP upgrades, to meet future state permitting requirements.
Actual Budget
Sewer Operating Fund FY25 FY26 FY27 FY28 FY29 FY30
Beginning Cash 697,400 673,300 593,300 684,500 748,800 782,900 Revenues
Sewer Charges 1,940,700 2,023,700 2,093,800 2,164,600 2,239,300 2,318,600 Other Revenues 223,500 223,500 223,500 223,500 223,500 223,500 Interest 24,400 6,700 5,900 6,800 7,500 7,800
Total Revenues 2,188,600 2,253,900 2,323,200 2,394,900 2,470,300 2,549,900 Expenditures
Operating 1,237,000 1,293,600 1,341,100 1,390,600 1,442,200 1,496,100 Debt Service 196,900 194,000 0 0 0 0
Capital Reserve 373,100 400,000 400,000 400,000 400,000 400,000 Capital Fund - Future WWTP 405,700 446,300 490,900 540,000 594,000 653,400 Total Expenditures 2,212,700 2,333,900 2,232,000 2,330,600 2,436,200 2,549,500 Revenues less Total Expenditures (24,100) (80,000) 91,200 64,300 34,100 400 Ending Cash 673,300 593,300 684,500 748,800 782,900 783,300 Target Cash @ 0.35x Oper & Trans 433,000 452,800 469,400 486,700 504,800 523,600 Debt Service Coverage Test
Net Revenues 951,600 960,300 debt service eliminated October 2025 Add: Developer fees 587,945 275,000
Net Income 1,539,545 1,235,300
Debt Service 196,900 194,000
Coverage Ratio 7.82 6.37
$ Over/(Under) 1.20 Ratio 1,303,265 1,002,500
Exhibit A
2.A.a
Packet Pg. 142 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Sewer Enterprise Fund Section 3
Use of contents on this sheet is subject to the limitations specified at the end of this document. 3-3 Operating cash flow (expenditures, and target and ending fund balances), debt service coverage ratios and the annual increase in Single Family monthly bills are shown in the figure below.
Figure 3-1. Sewer Operating Fund Cash Flow, Debt Service Coverage & Monthly Bill Increases 1,240,000 1,290,000 1,340,000 1,390,000 1,440,000 1,500,000 370,000 400,000 400,000 400,000 400,000 400,000
410,000
450,000 490,000 540,000 590,000
650,000
200,000
190,000 0
0 0
0 4% 3% 3% 3% 3% 3%
$0
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
FY25 FY26 FY27 FY28 FY29 FY30
Sewer Operating Fund Cash Flow & Monthly Bills
Operating Capital Reserve Reserve - Future WWTP Debt Service Revenue End Balance Target Balance SF Mo. Bill % Δ
Exhibit A
2.A.a
Packet Pg. 143 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Section 3 Sewer Enterprise Fund
3-4 Use of contents on this sheet is subject to the limitations specified at the end of this document.
3.4 Recommended Sewer Rates
Current and recommended sewer rates are summarized in the table below. Rates that include the Annual Payment Discount or the reduction for Qualified Income are not shown.
The existing rate structure has 17 unique rates and currently recovers approximately 88% of revenues from residential customers, 9% of revenues from commercial customers (except schools and churches) and 2% of revenues from industrial customers. Rates for all customers were increased by the same percentages.
Table 3-3. Recommended Sewer Rates
Current Recommended
Customer Class and Service Type FY25 FY26 FY27 FY28 FY29 FY30 Rate Change Effective Date > 1-Feb-2025 1-Feb-2026 1-Feb-2027 1-Feb-2028 1-Feb-2029 1-Feb-2030 Annual percent increase > 4% 3.0% 3.0% 3.0% 3.0% 3.0%
Residential
Full Rate, $/month
Single family dwellings $26.20 $27.00 $27.80 $28.60 $29.50 $30.40 Dwelling unit in a duplex $26.20 $27.00 $27.80 $28.60 $29.50 $30.40 Dwelling unit in an apartment $26.20 $27.00 $27.80 $28.60 $29.50 $30.40 Separate detached apartment $2.10 $2.20 $2.30 $2.40 $2.50 $2.60 Retirement home occupants $5.70 $5.90 $6.10 $6.30 $6.50 $6.70 $23.58 $24.30 $25.02 $25.74 $26.55 $27.36
$20.96 $21.60 $22.24 $22.88 $23.60 $24.32
Single family dwellings $298.68 $307.80 $316.92 $326.04 $336.30 $346.56 $268.81 $277.02 $285.23 $293.44 $302.67 $311.90
$238.94 $246.24 $253.54 $260.83 $269.04 $277.25
Commercial
Minimum Base Rate, $/month $25.00 $25.80 $26.60 $27.40 $28.20 $29.00 Flow Charge - Full Rate, $/hcf $1.50 $1.55 $1.60 $1.65 $1.70 $1.75 Minimum Base Rate, Annual, $/month $285.00 $294.10 $303.20 $312.40 $321.50 $330.60 Flow Charge, $/hcf - 95% Rate $1.60 $1.47 $1.50 $1.50 $1.50 $1.50 Minimum Base Rate w/Lndscp Credit $25.00 $25.80 $26.60 $27.40 $28.20 $29.00 Flow Charge - Lndscp Credit, hcf $1.44 $1.48 $1.52 $1.57 $1.62 $1.67 Industrial
Flow Charge, $/1000 gallons $2.00 $2.10 $2.20 $2.30 $2.40 $2.50 Biochemical Oxygen Demand, $/1000 pounds $204.50 $210.60 $216.90 $223.40 $230.10 $237.00 Suspended Solids, $/1000 pounds $226.20 $233.00 $240.00 $247.20 $254.60 $262.20 Note: Rates that include the Annual Payment Discount or the reduction for Qualified Income are not shown. 10% Lower Income Discount
20% Lower Income Discount
10% Lower Income Discount, $/month
20% Lower Income Discount, $/month
5% Lower Income Discount, $/month
Exhibit A
2.A.a
Packet Pg. 144 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Use of contents on this sheet is subject to the limitations specified at the end of this document. 4-1 Section 4
Garbage Enterprise Fund
The City’s rates are intended to recover revenues sufficient to adequately fund utility operations, maintenance, and capital replacement expenditures, while keeping rates as competitive as possible and maintaining a prudent level of reserves.
4.1 Garbage Operations
City commercial accounts have the option to retain garbage disposal services from other service providers. Garbage and disposal services are provided to approximately 4,820 residential and multiple family accounts and 73 commercial accounts.
4.2 Garbage Operating Cash Flow
The evaluation of garbage rates involved the update of projected expenditures, revenue from rates, and number of accounts. Operating cash flow (revenues, expenditures, and beginning, and ending and target fund balances), are shown in the table below. The target reserve level of unrestricted cash is 20 percent of annual operating expenditures.
Garbage operating fund expenditures, revenues and balances are shown below in Table 4-1.
Table 4-1. Garbage Operating Fund Cash Flow
The increase in transfer to the Capital Reserve is due to State regulatory requirements, relating to organic waste recycling. The regulatory requirements will result in needing an extra garbage truck and added cans, in addition to other operating expenses.
Actual Budget
Garbage Operating Fund FY25 FY26 FY27 FY28 FY29 FY30
Beginning Cash 211,200 142,700 198,800 441,700 671,000 908,700 Revenues
Garbage Charges 2,695,800 3,017,100 3,390,800 3,539,100 3,694,300 3,856,800 Other Revenues 23,600 7,600 12,000 24,300 45,200 76,000 Total Revenues 2,719,400 3,024,700 3,402,800 3,563,400 3,739,500 3,932,800 Expenditures
Operating 2,754,800 2,918,600 3,009,900 3,104,100 3,201,800 3,303,100 Capital Reserve 33,100 50,000 150,000 230,000 300,000 380,000 Total Expenditures 2,787,900 2,968,600 3,159,900 3,334,100 3,501,800 3,683,100 Revenues less Total Expenditures (68,500) 56,100 242,900 229,300 237,700 249,700 Ending Cash 142,700 198,800 441,700 671,000 908,700 1,158,400 Target Cash @ 0.20x Operating 551,000 583,700 602,000 620,800 640,400 660,600 Exhibit A
2.A.a
Packet Pg. 145 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Section 4 Garbage Enterprise Fund
4-2 Use of contents on this sheet is subject to the limitations specified at the end of this document.
Operating cash flow (expenditures, and target and ending fund balances), debt service coverage ratios and the annual increase in Single Family monthly bills are shown in the figure below.
Figure 4-1. Garbage Operating Fund Cash Flow, Debt Service Coverage & Monthly Bill Increases
4.3 Recommended Garbage Rates
Current and recommended garbage rates are summarized in the tables on the next pages. The existing rate structure has approximately 85 unique rates that are derived from unit costs of service, low-income discounts, and an advance payment discount.
The rate structure currently recovers approximately 97% of revenues from residential customers, 2% of revenues from commercial customers and 1% of revenues from bulk service customers. Rates for all customers were increased by the same percentages.
Table 4-2. Recommended Garbage Unit Costs
2,750,000
2,920,000 3,010,000 3,100,000 3,200,000 3,300,000
30,000
50,000
150,000
230,000
300,000
380,000
4%
20%
4% 4% 4% 4%
$0
$1,000,000
$2,000,000
$3,000,000
$4,000,000
$5,000,000
FY25 FY26 FY27 FY28 FY29 FY30
Garbage Operating Fund Cash Flow & Monthly Bills
Operating Capital Reserve Revenue End Balance Target Balance SF Mo. Bill % Δ Current Projected
Customer Class and Service Type FY25 FY26 FY27 FY28 FY29 FY30 Rate Change Effective Date > 1-Feb-2025 1-Feb-2026 1-Feb-2027 1-Feb-2028 1-Feb-2029 1-Feb-2030 Annual percent increase > 4.0% 20.0% 4.0% 4.0% 4.0% 4.0% Unit Costs and Categories
Black can $40.85 $49.00 $50.95 $53.00 $55.10 $57.30
Additional black can $17.35 $20.80 $21.65 $22.50 $23.40 $24.35 Green can $3.45 $4.15 $4.30 $4.45 $4.65 $4.85
Tubbie, per dump $46.35 $55.60 $57.80 $60.10 $62.50 $65.00 Backyard service per can $8.90 $10.70 $11.15 $11.60 $12.05 $12.55 Exhibit A
2.A.a
Packet Pg. 146 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Garbage Enterprise Fund Section 4
Use of contents on this sheet is subject to the limitations specified at the end of this document. 4-3 Table 4-3. Recommended Garbage Rates
Current Projected
Customer Class and Service Type FY25 FY26 FY27 FY28 FY29 FY30 Residential
Full Rate Rate Code
Res Curbside 1 Blk 501 $40.90 $49.00 $50.95 $53.00 $55.10 $57.30 Res Curbside 2 Blk 502 $58.20 $69.80 $72.60 $75.50 $78.50 $81.65 Res Curbside 3 Blk 503 $75.70 $90.60 $94.25 $98.00 $101.90 $106.00 Res Curbside 4 Blk 504 $93.00 $111.40 $115.90 $120.50 $125.30 $130.35 Res Curbside 1 Blk + 1 Grn 510 $44.30 $53.15 $55.25 $57.45 $59.75 $62.15 Res Curbside 1 Blk + 2 Grn 511 $47.70 $57.30 $59.55 $61.90 $64.40 $67.00 Res Curbside 2 Blk + 1 Grn 512 $61.60 $73.95 $76.90 $79.95 $83.15 $86.50 Res Curbside 2 Blk + 2 Grn 513 $65.00 $78.10 $81.20 $84.40 $87.80 $91.35 Res Curbside 3 Blk + 1 Grn 514 $79.10 $94.75 $98.55 $102.45 $106.55 $110.85 Res Curbside 4 Blk + 1 Grn 515 $96.40 $115.55 $120.20 $124.95 $129.95 $135.20 Res Curbside 1 Blk + 3 Grn 516 $51.10 $61.45 $63.85 $66.35 $69.05 $71.85 Res Curbside 1 Blk + 4 Grn 517 $71.85 $86.40 $89.80 $93.30 $97.10 $101.05 Res Curbside 2 Blk + 3 Grn 518 $68.40 $82.25 $85.50 $88.85 $92.45 $96.20 Res Curbside 3 Blk + 2 Grn 519 $82.45 $98.90 $102.85 $106.90 $111.20 $115.70 Res Curbside #2 Blk Only 520 $17.40 $20.80 $21.65 $22.50 $23.40 $24.35 Res Curbside #2 Blk + Grn 521 $20.80 $24.95 $25.95 $26.95 $28.05 $29.20 Res Curbside 1 Grn Only 522 $3.40 $4.15 $4.30 $4.45 $4.65 $4.85 Res Backyard 1 Blk 523 $49.70 $59.70 $62.10 $64.60 $67.15 $69.85 Res Backyard 1 Blk + 1 Grn 524 $61.90 $74.55 $77.55 $80.65 $83.85 $87.25 Res Curbside 2 Grn Only 525 $6.80 $8.30 $8.60 $8.90 $9.30 $9.70 Multiple Dwelling
Duplex Curbside 560 $81.40 $98.00 $101.90 $106.00 $110.20 $114.60 Duplex Curbside + 1 Grn 561 $84.80 $102.15 $106.20 $110.45 $114.85 $119.45 Duplex Curbside + 2 Grn 562 $88.20 $106.30 $110.50 $114.90 $119.50 $124.30 4-Plex Curbside + Grn Can 564 $167.50 $200.15 $208.10 $216.45 $225.05 $234.05 Duplex Curbside 2 Blk + 1 Grn (561+520) 568 $102.20 $122.95 $127.85 $132.95 $138.25 $143.80 Triplex Curbside 565 $122.60 $147.00 $152.85 $159.00 $165.30 $171.90 Triplex Curbside + 1 Grn 566 $126.00 $151.15 $157.15 $163.45 $169.95 $176.75 4-Plex Curbside 567 $164.10 $196.90 $204.80 $213.00 $221.50 $230.40 Commercial
Comm Curbside 1 Tubbie + 3 Blk 563 $307.95 $369.40 $384.05 $399.40 $415.30 $431.90 Comm Curbside 1 Blk 570 $40.90 $49.00 $50.95 $53.00 $55.10 $57.30 Comm Curbside 2 Blk 571 $81.70 $98.00 $101.90 $106.00 $110.20 $114.60 Comm Curbside 2 Blk + 1 Grn (571+522) 569 $85.15 $102.15 $106.20 $110.45 $114.85 $119.45 Comm Curbside 3 Blk 572 $122.55 $147.00 $152.85 $159.00 $165.30 $171.90 Comm Curbside 1 Blk + 1 Grn 573 $44.30 $53.15 $55.25 $57.45 $59.75 $62.15 Comm Curbside 9 Blk + 1 Grn 574 $371.10 $445.15 $462.85 $481.45 $500.55 $520.55 Comm Backyard 1 Blk 575 $49.70 $59.70 $62.10 $64.60 $67.15 $69.85 Comm Backyard 1 Blk + 1 Grn 577 $62.10 $74.55 $77.55 $80.65 $83.85 $87.25 Comm Curbside 1 Tubbie 578 $185.40 $222.40 $231.20 $240.40 $250.00 $260.00 Comm Curbside 2 Tubbies 579 $370.80 $444.80 $462.40 $480.80 $500.00 $520.00 Comm Curbside ANN 1 Blk 580 $466.26 $558.60 $580.83 $604.20 $628.14 $653.22 Comm Curbside ANN 1 Blk + 1 Grn 583 $505.02 $605.91 $629.85 $654.93 $681.15 $708.51 Comm Curbside 4 Blk 1 Grn 581 $166.85 $200.15 $208.10 $216.45 $225.05 $234.05 Comm Curbside ANN 3 Blk 582 $1,397.07 $1,675.80 $1,742.49 $1,812.60 $1,884.42 $1,959.66 Comm Curbside ANN Tubbie 587 $2,113.56 $2,535.36 $2,635.68 $2,740.56 $2,850.00 $2,964.00 Comm Curbside 2 Grn 588 $6.80 $8.30 $8.60 $8.90 $9.30 $9.70 Comm Curbside 4 Grn (588x2) 591 $13.60 $16.60 $17.20 $17.80 $18.60 $19.40 Comm Curbside 6 Grn 592 $20.40 $24.90 $25.80 $26.70 $27.90 $29.10 Comm Curbside 2 Blk + 5 Grn 593 $98.95 $118.75 $123.40 $128.25 $133.45 $138.85 Comm Curbside 2 Blk + 12 Grn 594 $123.10 $147.80 $153.50 $159.40 $166.00 $172.80 Comm Curbside 1 Blk + 2 Grn 589 $47.70 $57.30 $59.55 $61.90 $64.40 $67.00 Bulk
5-Plex 590 $204.25 $245.00 $254.75 $265.00 $275.50 $286.50 Tiffany Estates 43 Blk cans 595 $1,758.70 $2,107.00 $2,190.85 $2,279.00 $2,369.30 $2,463.90 Zion Curbside 9 Grn 598 $30.60 $37.35 $38.70 $40.05 $41.85 $43.65 Exhibit A
2.A.a
Packet Pg. 147 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) This Page Intentionally Blank.
Exhibit A
2.A.a
Packet Pg. 148 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Use of contents on this sheet is subject to the limitations specified at the end of this document. 5-1 Section 5
Evaluation of Single Family Monthly
Bills
The impact of rate increases on customer classes are evaluated separately for each enterprise.
5.1 Combined Impact of Water, Sewer and Garbage Rates
The combined impact on the monthly bill for a residential customer with a 1-inch water meter and 16 hcf per month water use, a sewer connection and residential curbside 1 black + 1 green service is shown in the table and figure below.
Figure 5-1. Impact of Water, Sewer and Garbage Rates on Residential Monthly Bills Prior Recommended
Monthly Bill FY25 FY26 FY27 FY28 FY29 FY30
Water $52.60 $54.64 $56.94 $59.24 $61.64 $64.04
Sewer $26.20 $27.00 $27.80 $28.60 $29.50 $30.40
Garbage $44.30 $53.15 $55.25 $57.45 $59.75 $62.15
Total $123.10 $134.79 $139.99 $145.29 $150.89 $156.59
Monthly $ ∆ FY25 FY26 FY27 FY28 FY29 FY30
Water $1.02 $2.04 $2.30 $2.30 $2.40 $2.40
Sewer $1.00 $0.80 $0.80 $0.80 $0.90 $0.90
Garbage $1.70 $8.85 $2.10 $2.20 $2.30 $2.40
Total $3.72 $11.69 $5.20 $5.30 $5.60 $5.70
Monthly % ∆ FY25 FY26 FY27 FY28 FY29 FY30
Water 2% 4% 4% 4% 4% 4%
Sewer 4% 3% 3% 3% 3% 3%
Garbage 4% 20% 4% 4% 4% 4%
Total 3.1% 9.5% 4.0% 4.0% 4.0% 4.0%
$53 $55 $57 $59 $62 $64
$26 $27 $28 $29 $30 $30
$44
$53 $55 $57 $60 $62
$123
$135 $140 $145 $151 $157
$0
$20
$40
$60
$80
$100
$120
$140
$160
$180
$200
FY25 FY26 FY27 FY28 FY29 FY30
Garbage Sewer Water
Exhibit A
2.A.a
Packet Pg. 149 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Section 5 Evaluation of Monthly Bills
5-2 Use of contents on this sheet is subject to the limitations specified at the end of this document.
5.2 Survey of Residential Customer Bills
Current and projected Ripon FY26 residential customer bills were compared to those in the cities of Ceres, Escalon, Lathrop, Manteca, Modesto, Oakdale and Riverbank based on comparable levels of service.
Figure 5-2. Survey of Single Family Customer Bills
$47 $53 $37 $55 $43 $49 $57
$85
$64
$35 $26 $49 $27 $43
$61 $40
$59 $84 $36 $44 $39 $53 $55
$38 $55
$37
$51
$118 $123 $125
$135 $141 $149 $152
$181
$199
$0
$20
$40
$60
$80
$100
$120
$140
$160
$180
$200
$220
Escalon Ripon,
Current
Riverbank Ripon,
Proposed Feb
2026
Manteca Oakdale Modesto Ceres Lathrop
Water Sewer Garbage
Exhibit A
2.A.a
Packet Pg. 150 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) Use of contents on this sheet is subject to the limitations specified at the end of this document. 6-1 Section 6
Limitations
This document was prepared solely for the City of Ripon in accordance with professional standards at the time the services were performed and in accordance with the agreement between the City of Ripon and Pavletic Consulting LLC. This document is governed by the specific scope of work authorized by the City of Ripon in an Agreement dated February 11, 2025; it is not intended to be relied upon by any other party. We have relied on information or instructions provided by the City of Ripon and, unless otherwise expressly indicated, have made no independent investigation as to the validity, completeness, or accuracy of such information.
Exhibit A
2.A.a
Packet Pg. 151 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) This Page Intentionally Blank.
Exhibit A
2.A.a
Packet Pg. 152 Attachment: Utility Rate Study_2025 (4948 : Water, Sewer and Garbage Rates for 2026-2030) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Kevin Werner, City Administrator
Date: 01/13/2026
Subject: Senior Center Retrofit Project Change Order #2 RECOMMENDED ACTION:
Approve Change Order No. 2 in the not to exceed amount of $65,843.85 for the fabrication and installation of an electronic programmable sign at the Senior Center (funding source: Community Development Block Grant (CDBG)).
BACKGROUND:
The purpose of the Senior Center Rehabilitation Project is to provide various improvements to the exterior of Ripon’s Senior Center. This includes the installation of a new shade structure, improved facing and paneling, installation of new doors for access to the shade structure, and new landscaping and irrigation.
The project was awarded to Estate Design and Construction, Inc. at the November 12, 2024 City Council meeting for an amount of $348,000. The City Council budgeted $388,000 for this project with $421,967 available in the CBDG fund at that time.
At the June 10, 2025 City Council meeting, Council approved Change Order No. 1 in the not to exceed amount of $2,000 for the removal of a tree conflicting with location for proposed improvements at the Senior Center.
DISCUSSION:
Staff requested Estate Design and Construction, Inc provide a change order for the fabrication and installation of an electric sign at the Senior Center. This sign would look similar to the sign in front of City Hall and will be operated by Senior Center staff following the City’s electronic sign policy.
The cost of the sign, including fabrication and installation is $65,843.85 and would be funded by CDBG funds.
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FISCAL IMPACT:
The attached Change Order No. 2 is in the amount of $65,843.85 and will be funded through the CDBG Fund. The amended construction contract price is shown in Table 1.
Table 1 – Current Contract Price
Amount
Original Contract Price $ 348,000.00
Change Order 1 $ 2,000.00
Change Order 2 $65,843.85
Current Contract Price $ 415,843.85
Attachments:
1. CCO2
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N Jack Tone Rd
N Wilma Ave R1 (Single Family Residential) R3 (Limited Multiple Family Residential) R4 (Multiple Family Residential) C1 (Neighborhood Commercial) C2 (Community Commercial) PO (Professional Office) MU (Mixed Use) PS (Public Semipublic) S Jack Tone Rd
S Wilma Ave W Main Street
Robert Ave
Roxie Dr Elena Dr Fourth Stre t
N Jack Tone Rd
N Wilma Ave
S Jack Tone Rd
S Wilma Ave W Main Street
Robert Ave
Roxie Dr Elena Dr Fourth Stre t Exhibit A 3.A.a
Packet Pg. 155
Attachment: Exhibit A - Zoning Map (933 : 1408 and 1444 W. Main Street rezone ordinance) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Mitchell Ulrich, Civil Enginer Tech I
Date: 01/13/2026
Subject: Engineering and Traffic Survey
RECOMMENDED ACTION
Staff to present findings and recommendations from the 2025 Engineering and Traffic Survey.
BACKGROUND
At the request of the Ripon Police Department, the City’s Engineering Department has completed an Engineering and Traffic Survey (E&TS) for review. In short, an E&TS is the justification for establishing and enforcing safe speed limits within the City of Ripon. The previous E&TS was completed in 2015. If an E&TS is not completed every seven to fourteen years, it inhibits the City’s ability to effectively enforce and prosecute speeding violations. Radar enforcement is specifically prohibited on any street segment without a current E&TS.
The California Vehicle Code (CVC) indicates that prima facie speed limits on roadways are 25 miles per hour (mph) in residential and business districts and 15 miles per hour at railroad grade crossings, highway intersections with sight restrictions and on any alley. The CVC does allow for intermediate speed limits to be set after a local jurisdiction (1) determines upon the basis of an Engineering and Traffic Survey that a speed greater than 25 mph would facilitate the orderly movement of vehicular traffic and would be reasonable and safe, and (2) the local authority approves an ordinance that declares a prima facie speed limit of 30, 35, 40, 45, or 50 mph for each segment studied.
DISCUSSION
City of Ripon staff has prepared an Engineering and Traffic Survey for 41 roadway segments within the City of Ripon. These surveys were performed in compliance with the current laws and practices of the State of California in order to set an intermediate speed limit above the 25 mph prima facie speed limit and continue to allow the Ripon Police Department to enforce speed limits with the use of radar.
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As part of the E&TS, when determining the appropriate speed limit, considerations are made for prevailing speeds, collision records, highway traffic and roadside conditions not readily apparent to the driver.
Prevailing speeds. The data from the survey was used to calculate the prevailing, which is the speed at which 85 percent of the vehicles traveled. The CVC and MUTCD prescribes that a speed limit shall be established at the nearest 5 mph increment to the critical 85th percentile speed. In cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th percentile speed, the local authority may decide to instead round down the speed limit to the lower five miles per hour increment without justification. There is an extended list of justifications that can be included to lower the limit by another 5 mph with sound engineering judgement.
Collision records. The police department provided collision records for each segment evaluated in the Engineering and Traffic Survey, which were considered when evaluating the recommended speed limit. The raw traffic collision data is included at the end of the report.
Roadside conditions. Conditions of the roadway are considered in determining the appropriate speed limit, such as safe routes to schools, roadway geometrics, adjacent speed limits, pedestrian volume, and more.
The following table summarizes the results of the data collected and recommendations of the Engineering and Traffic Survey:
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85th Percentile Speed Limit Collisions
NO
.
Location of
Survey
Survey
Date
Boundaries Direction 2015 2025 Current Recommended 2022- 2025
Notes/Justifications
1. Acacia Ave. 9/16/25 Fourth to
Doak
North
South
n/a 33
35 25 25 15 Remain at 25 to conform to
larger portion of street
2. Canal St. 8/14/25 Jack Tone to
Wilma
East
West
38 38
38 38
35 35 9 N/A
3. Colony Rd. 8/19/25 Jack Tone to
Fulton
East
West
38 36
38 38
35 35 52 N/A
4. Colony Rd. 8/19/25 N. Ripon to
Fulton
East
West
38 39
36 39
35 35 3 N/A
5. Doak Blvd. 8/15/25 Mohler to
Vera
East
West
38 39
40 38
35 35 5 N/A
6. Doak Blvd. 8/18/25 Vera to
Stockton
East
West
38 38
39 44
35 35 2 Remain at 35 due to adjacent
land and connecting streets
7. Fourth St. 9/23/25 East of
Stockton
East
West
n/a 29
29 25 30 2 Raise speed limit to 30 mph
8. Frontage Rd. 8/21/25 Arc to Brady East
West
38 39
43 43
35 35 3 Remain at 35 due to roadway
geometrics and adjacent land
9. Frontage Rd. 8/21/25 E. Main to
Acacia
East
West
45 45
40 42
35 35 8 Remain at 35 due to roadway
geometrics and adjacent land
10. Fulton Rd. 8/20/25 Arc to River North
South
39 39
40 38
35 35 12 N/A
11. Garrison Way 9/30/25 Maple to
Kamps
East
West
n/a 35
33 25 30 1 Raise speed limit to 30 mph
12. Garrison Way 9/24/25 Stockton to
Dead End
East
West
n/a 32
33 25 25 0 Remain at 25 due to
connecting streets
13. Goodwin Dr. 9/26/25 Frontage to
Colony
North
South
41 39
39 38
35 35 2 N/A
14. Highland Ave. 8/25/25 W. Ripon to
Doak
North
South
38 38
37 36
35 35 3 N/A
15. Hoff Dr. 9/23/25 Colony to
Santos
North
South
37 35
35 36
25 35 15 Raise speed limit to 35 mph
16. Industrial Ave. 10/23/25 Main to
Fourth
North
South
n/a 26
28 25 25 2 N/A
17. Jack Tone Rd. 9/4/25 Doak to
Main
North
South
36 36
32 33
25 25 2 Remain at 25 due to school
zone and residential
18. Jack Tone Rd. 8/27/25 Main to
Overcrossing
North
South
45 48
47 47
45 45 8 N/A
19. Jack Tone
Overcrossing
10/24/25 Overcrossing North
South
48 48
39 36
35 35 3 N/A
20. Jack Tone Rd. 8/26/25 Santos to
River
North
South
48 47
51 48
45 45 10 N/A
21. Main St. 10/10/25 Industrial to
Vera
East
West
27 28
27 27
25 25 7 N/A
22. W. Main St. 11/21/25 Vera to Jack
Tone
East
West
39 36
37 36
35 35 34 N/A
23. Main St.
Overcrossing
10/21/25 E. Main to
Stockton
North
South
33 34
35 35
35 35 13 N/A
24. E. Main St. 10/20/25 Manley to
Overpass
East
West
40 36
35 35
35 35 8 N/A
25. Manley Rd. 9/16/25 Milgeo to
Main
North
South
39 38
36 36
35 35 6 N/A
26. Milgeo Ave. 9/15/25 Arc to
Murphy
East
West
37 38
34 35
30 30 15 Remain at 30 due to residential
and ped safety
27. Mohler Rd. 9/9/25 City Limits
to Doak
North
South
44 43
43 45
35 35 1 Remain at 35 due to residential
and ped safety
28. Parallel Ave. 10/8/25 Reynolds to
E. Main
East
West
n/a 37
34 25 30 2 Raise speed limit to 30 mph
29. N. Ripon Rd. 9/11/25 Milgeo to
River
North
South
41 39
42 42
35 35 10 Remain at 35 due to residential
30. N. Ripon Rd. 9/12/25 N. of River
Rd.
North
South
41 39
41 43
35 35 13 Remain at 35 due to adjacent
limits and residential
31. W. Ripon Rd. 9/8/25 Jack Tone to
City Limit
East
West
46 47
46 46
35 35 9 Remain at 35 due to adjacent
limits
32. River Rd. 9/17/25 Jack Tone to
N. Ripon
East
West
43 45
48 47
45 45 30 N/A
33. Robert Ave. 9/4/25 Doak to
Main
North
South
34 34
35 34
30 30 11 N/A
34. W Santos Ave. 9/10/25 Fulton to N.
Ripon
East
West
56 64
37 34
35 35 2 N/A
35. Santos Ave. 10/15/25 Hoff to
Frontage
East
West
n/a 36
36 25 35 25 Raise speed limit to 35 mph
36. Second St. 10/5/25 S. Stockton
to Wilma
East
West
34 34
34 33
30 30 22 N/A
37. N. Stockton
Ave.
9/15/25 Frontage to
Milgeo
North
South
41 41
38 38
35 35 8 N/A
38. S. Stockton
Ave.
9/23/25 Main to
Doak
North
South
38 35
37 39
35 35 9 N/A
39. N. Wilma Ave. 10/24/25 Main to North 37 34 30 30 25 N/A
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The findings of the Engineering and Traffic Survey reveal that 36 of the 41 surveyed street segments are recommended to remain at their current established speed limits, and would not require any changes to the existing posted regulatory signage or speed limit pavement markings.
Below is a summary of the recommended street segments to be changed:
Fourth St from S. Stockton Ave to Dead End – Raise from 25 mph to 30 mph Garrison Way from Maple Ave to Kamps Way – Raise from 25 mph to 30 mph Hoff Dr from Colony Rd to Santos Ave – Raise from 25 mph to 35 mph Parallel Ave from Reynolds Ave to E. Main St – Raise from 25 mph to 30 mph Santos Ave from Hoff Dr to Frontage Rd – Raise from 25 mph to 35 mph Additional supporting documentation of the survey’s methodology and findings are provided in the 2025 Engineering and Traffic Survey and attached appendices.
Attachments:
1. 2025 E&TS Draft
Roundabout South 35 35
40. Wilma Ave. to
Canal
11/19/25 Roundabout
to Canal
North
South
37 36
36 36
30 30 2 Remain at 30 due to roadway
geometrics and adjacent limits
41. Wilma
Overcrossing
10/24/25 Roundabout
to Arc
North
South
42 44
41 39
35 35 1 Remain at 35 due to roadway
geometrics and adjacent limits
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1 Engineering and Traffic Survey
First Draft
Date 12/27/2025
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Packet Pg. 160 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 2 Contents
Introduction..................................................................................................... 3 Survey Results and Recommendations............................................... 5 Appendix A: Definitions and Methodology......................................... 11 General Definitions.................................................................................. 12 Definitions of Justifications.................................................................. 18 Methodology ............................................................................................... 25 Appendix B: Field Survey Data................................................................ 26 Appendix C: Traffic Data ......................................................................... 151
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Packet Pg. 161 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 3 Introduction
The information within this report has been gathered to support the establishment of safe and effective speed limits within city limits. This survey follows the guidelines within the California Department of Transportation’s (Caltrans) California Manual for Setting Speed Limits (March 2025).
The purpose of this survey is to evaluate the posted speed limits for 41 segments of roadways/streets within the City of Ripon and recommend speed limits following the State of California regulations and guidelines. CVC Section 40802 requires that Engineering and Traffic Survey (E&TS) for speed limits should be conducted at least once every 5 years (40802(a)), 7 years (40802(c)), or 14 years (40802(c)) based on established criteria. State and local agencies are required to re‐evaluate non‐statutory speed limits on their street segments that have undergone a significant change in roadway characteristics or surrounding land uses since the speed limits were last reviewed.
How Speed Limits Are Set
The California Vehicle Code (CVC) establishes the way in which jurisdictions determine and set their speed limits. The CVC is regulated by the State Legislature with the primary goal of creating the safest and most efficient roadways possible.
California Vehicle Code establishes the following limits for “local” streets/roads. - 15 mph in alleys
- 15 mph at railroad crossings
- 25 mph in school zones
- 25 mph in a residence or business district
- 25 mph when passing a senior citizens facility
- 25 mph prima facie limit in residential districts
The responsibility of setting and maintaining roadways not defined as “local” is handled by various state and local agencies through an Engineering and Traffic Survey (E&TS).
The need for an E&TS and its definition are specified in the CVC Sections 627 and 40802. CVC Section 627 authorizes Caltrans to establish methods for E&TS while Section 40802 establishes that a speed zone without a valid E&TS is considered a speed trap.
CVC Section 627:
(a) "Engineering and traffic survey," as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities.
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Packet Pg. 162 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 4 (b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Pedestrian and bicyclist safety, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive devices, and the unhoused.
Based on the California MUTCD 2014 Edition Revision 6 and CVC sections 22357 and 22358.6, speed limits “shall be established at the nearest 5 mph increment of the 85th percentile speed of free-flowing traffic.” In matching existing conditions with the traffic safety needs of the community, engineering judgment may reduce the posted speed limit by 5 mph due to specific factors such as road characteristics, the pace speed, roadside development and environment, pedestrian activity, and collision history. Alternatively, the California MUTCD 2014 Edition Revision 6 states that "for cases in which the nearest 5 mph increment of the 85th- percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th-percentile speed, if no further reduction is used."
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Packet Pg. 163 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 5 Survey Results and Recommendations
This section is a summary of the street segments surveyed and compares the critical speed (85th Percentile Speed) obtained with the speed limit presently being enforced and provides recommendations for revising speed limits and the basis for these recommendations. Appendix B covering “Field Survey Data” provides the necessary backup for this section. Several short sections of streets have had the speed limit raised as allowed by the California Manual on Uniform Traffic Control Devices and the California Vehicle Code. The justification for recommended changes from the 85th percentile speed is noted with each street section and the justifications are defined in Appendix A. Raw traffic data is included for reference in Appendix C. 36 of the 41 surveyed sections are recommended to remain at their current speed limits.
The following five are those that would be changed:
Fourth St from S. Stockton Ave to Dead End – Raise from 25 mph to 30 mph Garrison Way from Maple Ave to Kamps Way – Raise from 25 mph to 30 mph Hoff Dr from Colony Rd to Santos Ave – Raise from 25 mph to 35 mph Parallel Ave from Reynolds Ave to E. Main St – Raise from 25 mph to 30 mph Santos Ave from Hoff Dr to Frontage Rd – Raise from 25 mph to 35 mph
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Packet Pg. 164 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 6 85th Percentile Speed Limit Collisions
NO. Location of
Survey
Survey
Date
Boundaries Direction 2015 2025 Current Recommended 2022- 2025
Notes/Justifications
1. Acacia Ave. 9/16/25 Fourth to
Doak
North
South
n/a 33
35 25 25 15 Remain at 25 to conform to
larger portion of street
2. Canal St. 8/14/25 Jack Tone to
Wilma
East
West
38 38
38 38
35 35 9 N/A
3. Colony Rd. 8/19/25 Jack Tone to
Fulton
East
West
38 36
38 38
35 35 52 N/A
4. Colony Rd. 8/19/25 N. Ripon to
Fulton
East
West
38 39
36 39
35 35 3 N/A
5. Doak Blvd. 8/15/25 Mohler to
Vera
East
West
38 39
40 38
35 35 5 N/A
6. Doak Blvd. 8/18/25 Vera to
Stockton
East
West
38 38
39 44
35 35 2 Remain at 35 due to adjacent
land and connecting streets
7. Fourth St. 9/23/25 East of
Stockton
East
West
n/a 29
29 25 30 2 Raise speed limit to 30 mph
8. Frontage Rd. 8/21/25 Arc to Brady East
West
38 39
43 43
35 35 3 Remain at 35 due to roadway
geometrics and adjacent land
9. Frontage Rd. 8/21/25 E. Main to
Acacia
East
West
45 45
40 42
35 35 8 Remain at 35 due to roadway
geometrics and adjacent land
10. Fulton Rd. 8/20/25 Arc to River North
South
39 39
40 38
35 35 12 N/A
11. Garrison Way 9/30/25 Maple to
Kamps
East
West
n/a 35
33 25 30 1 Raise speed limit to 30 mph
12. Garrison Way 9/24/25 Stockton to
Dead End
East
West
n/a 32
33 25 25 0 Remain at 25 due to
connecting streets
13. Goodwin Dr. 9/26/25 Frontage to
Colony
North
South
41 39
39 38
35 35 2 N/A
14. Highland Ave. 8/25/25 W. Ripon to
Doak
North
South
38 38
37 36
35 35 3 N/A
15. Hoff Dr. 9/23/25 Colony to
Santos
North
South
37 35
35 36
25 35 15 Raise speed limit to 35 mph
16. Industrial Ave. 10/23/25 Main to
Fourth
North
South
n/a 26
28 25 25 2 N/A
17. Jack Tone Rd. 9/4/25 Doak to Main North
South
36 36
32 33
25 25 2 Remain at 25 due to school
zone and residential
18. Jack Tone Rd. 8/27/25 Main to
Overcrossing
North
South
45 48
47 47
45 45 8 N/A
19. Jack Tone
Overcrossing
10/24/25 Overcrossing North
South
48 48
39 36
35 35 3 N/A
20. Jack Tone Rd. 8/26/25 Santos to
River
North
South
48 47
51 48
45 45 10 N/A
21. Main St. 10/10/25 Industrial to
Vera
East
West
27 28
27 27
25 25 7 N/A
22. W. Main St. 11/21/25 Vera to Jack
Tone
East
West
39 36
37 36
35 35 34 N/A
23. Main St.
Overcrossing
10/21/25 E. Main to
Stockton
North
South
33 34
35 35
35 35 13 N/A
24. E. Main St. 10/20/25 Manley to
Overpass
East
West
40 36
35 35
35 35 8 N/A
25. Manley Rd. 9/16/25 Milgeo to
Main
North
South
39 38
36 36
35 35 6 N/A
26. Milgeo Ave. 9/15/25 Arc to
Murphy
East
West
37 38
34 35
30 30 15 Remain at 30 due to
residential and ped safety
27. Mohler Rd. 9/9/25 City Limits to
Doak
North
South
44 43
43 45
35 35 1 Remain at 35 due to
residential and ped safety
28. Parallel Ave. 10/8/25 Reynolds to
E. Main
East
West
n/a 37
34 25 30 2 Raise speed limit to 30 mph
29. N. Ripon Rd. 9/11/25 Milgeo to
River
North
South
41 39
42 42
35 35 10 Remain at 35 due to
residential
30. N. Ripon Rd. 9/12/25 N. of River
Rd.
North
South
41 39
41 43
35 35 13 Remain at 35 due to adjacent
limits and residential
31. W. Ripon Rd. 9/8/25 Jack Tone to
City Limit
East
West
46 47
46 46
35 35 9 Remain at 35 due to adjacent
limits
32. River Rd. 9/17/25 Jack Tone to
N. Ripon
East
West
43 45
48 47
45 45 30 N/A
33. Robert Ave. 9/4/25 Doak to Main North
South
34 34
35 34
30 30 11 N/A
34. W Santos Ave. 9/10/25 Fulton to N.
Ripon
East
West
56 64
37 34
35 35 2 N/A
35. Santos Ave. 10/15/25 Hoff to
Frontage
East
West
n/a 36
36 25 35 25 Raise speed limit to 35 mph
36. Second St. 10/5/25 S. Stockton
to Wilma
East
West
34 34
34 33
30 30 22 N/A
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Packet Pg. 165 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 7 37. N. Stockton
Ave.
9/15/25 Frontage to
Milgeo
North
South
41 41
38 38
35 35 8 N/A
38. S. Stockton Ave. 9/23/25 Main to Doak North
South
38 35
37 39
35 35 9 N/A
39. N. Wilma Ave. 10/24/25 Main to
Roundabout
North
South
37 35
34 35
30 30 25 N/A
40. Wilma Ave. to
Canal
11/19/25 Roundabout
to Canal
North
South
37 36
36 36
30 30 2 Remain at 30 due to roadway
geometrics and adjacent limits
41. Wilma
Overcrossing
10/24/25 Roundabout
to Arc
North
South
42 44
41 39
35 35 1 Remain at 35 due to roadway
geometrics and adjacent limits
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Packet Pg. 166 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 8 4.A.a
Packet Pg. 167 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 9 Speed Limit Map – Pre Survey
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Packet Pg. 168 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 10 Speed Limit Map – Post Survey
Parallel Ave
Increase 25 to 30
Fourth St (East of S.
Stockton Ave)
Increase 25 to 30
Santos Ave (Hoff Dr
to Frontage Rd)
Increase 25 to 35
Hoff Dr
Increase 25 to 35
Garrison Ave (Maple Ave to
Kamps Way)
Increase 25 to 30
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Packet Pg. 169 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 11 Appendix A: Definitions
and Methodology
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Packet Pg. 170 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 12 General Definitions
Advisory Speeds
Advisory speeds are determined primarily by physical and design characteristics of the roadway and/or a Ball-banking test. The setting of regulatory speeds, while also affected by physical and design factors, is determined largely by existing free flow traffic speeds.
Advisory speeds warn motorists about roadway design speeds. It is not a Prima Facie speed limit, is not an enforceable speed limit and is not based on the 85th percentile speed. R2-1 signs are not used to display the Advisory speed, typically W1 thru W4 warning signs are used.
Business District
Section 235 states that a business district is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied.
A business district may be longer than the distances specified in this section if the above ratio of buildings in use for business to the length of the highway exists.
In determining whether a highway is within a business or residence district, these limitations shall apply and shall qualify the definitions in Sections 235 and 515:
(a) No building shall be regarded unless its entrance faces the highway and the front of the building is within 75 feet of the roadway.
(b) Where a highway is physically divided into two or more roadways only those buildings facing each roadway separately shall be regarded to determine whether the roadway is within a district.
(c) All churches, apartments, hotels, multiple dwelling houses, clubs, and public buildings, other than schools, shall be considered business structures. (d) A highway or portion of a highway shall not be deemed to be within a district despite the number of buildings on the contiguous property if there is no right of access to the highway by vehicles from the contiguous property.
Business Activity District
CVC section 22358.9(b) states that a “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets at least three of these requirements in paragraphs (1) to (4), inclusive:
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
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Packet Pg. 171 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 13 (2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway.
(3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device.
Construction Zone
When authorized work is done in the roadway, ramps or recovery zone that affects motorists.
Decision Zone
On a high-speed approach to a signalized intersection (over 35 mph), there is a length of roadway before the intersection, commonly called the “decision zone”, wherein drivers may be indecisive and respond differently to the onset of the yellow signal indication.
When in the zone at the onset of yellow, some drivers may stop abruptly while others may decide not to stop, and maybe even accelerate through the intersection. This variation in driver behavior is conducive to the occurrence of collisions on the intersection approach. Sometimes, drivers’ decisions to move forward through the intersection at the onset of yellow may cause a collision with vehicles on conflicting phases.
The most common locations for this area are:
When a poor or non-compliant E&TS is performed.
When a speed is reduced well below the 85th percentile.
When the posted speed is below the 50th percentile.
The yellow interval in traffic signal timing is designed to let drivers decide either to stop or to drive through the intersection before the following red interval begins. When the speed and the location of the vehicle is such that the driver cannot stop and cannot drive through in time, the vehicle is said to be in a dilemma zone. For a fixed speed v, there is a minimum distance before the vehicle can stop (the stopping sight distance), and there is a maximum distance that the vehicle can travel through during the yellow interval (the clearing distance). If the vehicle’s current distance to the intersection is shorter than the stopping sight distance but longer than the clearing distance, then it is in the dilemma zone. The greater the difference between the stopping sight distance and the clearing distance, the bigger the dilemma zone. See FHWA studies OH-2001/12 and Federal House of the Majority Leader Report from 2001.
Divided Highway
The definition of divided highway must be inferred from CVC Section 21651(a). It states:
“Whenever a highway has been divided into two or more roadways by means of intermittent barriers or by means of a dividing section of not less than two feet in width, either unpaved or delineated by curbs, double-parallel lines, or other markings on the roadway…”
Engineer
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Packet Pg. 172 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 14 A Professional Civil or Traffic Engineer licensed in the State of California and recognized by the California Department of Consumer Affairs.
Engineering Judgment
Evaluating available pertinent information, and the application of principles, experience, education, discretion, Standards, Guidance, and practices to decide upon the applicability, design, operation, or installation of a traffic control device.
Engineering judgment shall be exercised by a Professional Civil Engineer Licensed in the State of California or by an individual working under the supervision of a Professional Engineer, through the application of procedures and criteria established by the engineer.
Engineering Study
The comprehensive analysis and evaluating available pertinent information, and applying appropriate principles, engineering judgment, experience, education, discretion, Standards, Guidance, and practices in the Guidelines and other sources, for the purpose of deciding upon the applicability, design, operation, or installation of a traffic control device. An engineering study shall be performed by a Professional Engineer, or by an individual working under the supervision of a Professional Engineer, through the application of procedures and criteria established by the engineer. An engineering study shall be documented.
Engineering and Traffic Survey or E&TS
The complete package includes:
A cover sheet/title page.
A signature/P.E. stamp/acceptance with the effective date.
Justification/summary of finding including the consultation of local law enforcement and engineering officials.
Raw accident data such as TSAR or Table B summary page for a 3-year history for comparison with average or similar intersections.
Vehicle Speed Survey sheets for each area.
A declaration or order or ordinance approving the lowering from 55 mph or 65 mph (State roads) or raising from 25 mph (local and county streets).
The Strip map.
These are the minimum documents in an E&TS. For a public document requests or when someone is contesting a ticket, the accident data can be omitted if the speed limit was not reduced because of accident data. See TOPD 11-05 for the release of records policy.
Free Flow
A condition of traffic where a vehicle’s speed is not being influenced by anything other than the geometry of the roadway. Some conditions that exist in a Free Flow state are:
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Packet Pg. 173 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 15 Minimum 5 second gap between vehicles as the Highway Capacity manual defines delay as a percentage of vehicle headways less than or equal to 5 seconds.
Appropriate distance for the vehicle to reach a steady velocity not influenced by start-up or slowdown speeds due to traffic signals, stop signs, or other traffic control devices.
Not influenced by slow vehicles such as trucks or busses.
Not influenced by enforcement or the perception of enforcement.
Not influenced by construction or closures.
Not influenced by inclement weather conditions.
Not influence by a special event or the effects of that special event.
Highway
A way or place of whatever nature, publicly maintained and open to the use of the public for purposes of vehicular travel. Highway includes street.
Prevailing Speeds
The free flow speeds of vehicles on a roadway commonly collected in a Spot Speed Survey and used to determine the 85th percentile speed.
Prima Facie
A speed limit is Prima Facie when predetermined by statute, zoning, and local ordinance for areas such as schools, police, and fire stations; or once an agency has completed an E&TS and determined that 65 mph/55 mph is not safe and reasonable for the orderly movement of traffic, has determined an appropriate speed, and that appropriate speed has been posted on a R2-1 sign in the appropriate location. All speed limits in compliance with the CVC, set standards and procedures, and posted on regulatory signing (R2-1), are Prima Facie. A sign displaying a speed limit that has not been established by ordinance, code, or statute, nor has been reduced from the maximum speed by a proper and complete E&TS, is neither Prima Facie nor is it an official traffic control device.
Residence District
CVC Section 515 states a residence district is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sides of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures. A residence district may be longer than one-quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists. All churches, apartments, hotels, multiple dwelling houses, clubs, and public buildings, other than schools, shall be deemed to be business structures.
Roadside Development
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Packet Pg. 174 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 16 The area directly next to the roadway. Examples are parks, residential or business districts, etc. These areas are typically zoned by local agencies. Studies such as FHWA— RD-98-154 show roadside development is the second most important factor when setting speed limits, behind only the 85th percentile speed.
Speed
The term “speed” is used in several applications:
Advisory Speed - a recommended speed for all vehicles operating on a section of highway based on the highway design, operating characteristics, and (noun) conditions.
Average Speed - the summation of the instantaneous or spot-measured speeds at a specific location of vehicles divided by the number of vehicles observed. Design Speed - a selected speed used to determine the various geometric design features of a roadway. 85th Percentile Speed - the speed at or below which 85 percent of Free Flow vehicles travel. 85th percentile speed is always expressed as a whole number without decimal.
The 85th percentile speed is recognized as a “safe and reasonable speed” for motorists to be traveling in normal conditions. May also be referred to as critical speed.
Operating Speed - the speed at which a typical vehicle or the overall traffic operates.
Operating speed might be defined with speed values such as the average, pace, critical or 85th percentile speeds.
Pace Speed - the 10 mph increment of speed containing the largest number of vehicles.
Posted Speed - the speed limit shown on Speed Limit signs (R2-1).
Statutory Speed - a speed limit established by legislative action that typically is applicable for highways with specified design, functional, jurisdictional, and/or location characteristic and is not necessarily shown on Speed Limit signs.
Speed Limit
The maximum or posted speed allowed on a section of highway as established by law.
Speed Zone
A segment of roadway with a speed limit set by E&TS deviating from the statutory speed limit.
Spot Speed Survey
The part of the E&TS that specifically refers to the measurement and collection of vehicle speeds of free flow traffic at a specific location.
Strip Map
A plan view, aerial photo, or schematic drawing of the speed zone area with a legend and a profile plot of the 85th percentile, the lower end of the pace, the existing and proposed speed zones. The strip map should also include local land uses, major traffic generators, traffic control devices, number of lanes, type and width of division strip, existing regulatory and warning signs, roadway width, traffic volumes and accident rates.
Undivided Highway
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Packet Pg. 175 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 17 CVC Section 22349 states “A two-lane, undivided highway is a highway with not more than one through lane of travel in each direction. Passing lanes may not be considered when determining the number of through lanes.”
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Packet Pg. 176 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 18 Definitions of Justifications
Speed Signs for Business and Residence Districts
CVC 21357. Speed restriction signs may, but need not, be erected upon any highway other than a state highway at the entrance thereof into a business or residence district unless required in this chapter.
Speed Signs for Special Areas
CVC 21359. Whenever the Department of Transportation or a local authority as authorized by this code determines and declares a speed limit different from the limit otherwise applicable under Sections 22349 and 22352, appropriate speed restriction signs shall be erected and maintained at the outside entrance of the highway or portion thereof upon which the special speed limit is applicable. The special speed limit is not effective until appropriate signs have been erected.
Maximum Speed Limit
CVC 22349. (a) Except as provided in Section 22356, no person may drive a vehicle upon a highway at a speed greater than 65 miles per hour. (b) Notwithstanding any other provision of law, no person may drive a vehicle upon a two-lane, undivided highway at a speed greater than 55 miles per hour unless that highway, or portion thereof, has been posted for a higher speed by the Department of Transportation or appropriate local agency upon the basis of an engineering and traffic survey. For purposes of this subdivision, the following apply:
(1) A two-lane, undivided highway is a highway with not more than one through lane of travel in each direction.
(2) Passing lanes may not be considered when determining the number of through lanes.
(c) It is the intent of the Legislature that there be reasonable signing on affected twolane, undivided highways described in subdivision (b) in continuing the 55 miles-perhour speed limit, including placing signs at county boundaries to the extent possible, and at other appropriate locations.
Basic Speed Law
CVC 22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.
Speed Law Violations
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Packet Pg. 177 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 19 CVC 22351. (a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law. (b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing.
Prima Facie Speed Limits
CVC 22352. (a) The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(1) Fifteen miles per hour:
(A) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along the railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.
(B) When traversing any intersection of highways if during the last 100 feet of the driver's approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals.
(C) On any alley.
(2) Twenty-five miles per hour:
(A) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code.
(B) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard "SCHOOL" warning sign. For purposes of this subparagraph, standard "SCHOOL" warning signs may be placed at any distance up to 500 feet away from school grounds.
(C) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard "SENIOR" warning sign. A local authority is not required to erect any sign pursuant to this paragraph until donations from private sources covering those costs are received and the local agency makes a determination that the proposed signing should be
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Packet Pg. 178 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 20 implemented. A local authority may, however, utilize any other funds available to it to pay for the erection of those signs.
(b) This section shall become operative on March 1, 2001.
Increase of Local Speed Limits to 65 Miles Per Hour
CVC 22357. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey.
This section does not apply to any 25-mile-per-hour prima facie limit which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
Decrease Near Children’s Playgrounds
CVC 22357.1. Notwithstanding Section 22357, a local authority may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a state highway, adjacent to any children's playground in a public park but only during particular hours or days when children are expected to use the facilities. The 25 miles per hour speed limit shall be effective when signs giving notice of the speed limit are posted.
Decrease of Local Speed Limits
CVC 22358. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, or 25 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.
(b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
Decrease on Narrow Street
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Packet Pg. 179 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 21 CVC 22358.3. Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, is more than is reasonable or safe, the local authority may, by ordinance or resolution determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.
Decrease of Local Limits Near Schools or Senior Centers CVC 22358.4 ((a) (1) Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by paragraph (2) of subdivision (a) of Section 22352 is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey.
(2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (b) (1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school City rounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour. (B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour.
(2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
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Packet Pg. 180 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 22 (B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration. (5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds.
(C) For purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.
Downward Speed Zoning
CVC 22358.5. It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions.
Added Ch. 11, Stats. 1959. Effective September 18, 1959.
Boundary Line Streets
CVC 22359. With respect to boundary line streets and highways where portions thereof are within different jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions.
Maximum Speed Limit on Local Highway Linking Districts
CVC 22360. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of a highway other than a state highway for a distance of not exceeding 2,000 feet in length between districts, either business or residence, the local authority may determine and declare a reasonable and safe prima facie limit thereon lower than 65 miles per hour, but not less than 25 miles per hour, which declared prima facie speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street or highway.
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Packet Pg. 181 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 23 (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
Decreasing Speed Limit on Grades
CVC 22413. Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie limit of 25 miles per hour is more than is reasonable and safe on any portion of a street having a grade in excess of 10 percent, the local authority may by ordinance determine and declare a maximum limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared maximum speed shall be effective when appropriate signs giving notice thereof are erected upon the street.
Speed Trap Prohibition
CVC 40801. No peace officer or other person shall use a speed trap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code.
Speed Traps
CVC 40802. (a) A "speed trap" is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. This paragraph does not apply to a local street, road, or school zone.
(b) (1) For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of Transportation.
When a street or road does not appear on the “California Road System Maps,” it may be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445. (C) Not more than one traffic lane in each direction.
(2) For purposes of this section "school zone" means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard "SCHOOL" warning sign, while children are going to or leaving the
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Packet Pg. 182 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 24 school either during school hours or during the noon recess period. "School zone" also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard "SCHOOL" warning sign. (c) (1) When all of the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training. (C) (i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D)(ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406.
(D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility.
(2) A "speed trap" is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (B) (i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 10 years.
(ii) This subparagraph does not apply to a local street, road, or school zone.
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Packet Pg. 183 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 25 Methodology
Method of Study
The method of study used by the City of Ripon in compiling this report was in conformance with the applicable sections of the California Manual on Uniform Traffic Control Devices (MUTCD) Section 2B.13, as follows:
California MUTCD 2014 Edition
(FHWA’s MUTCD 2014 Edition Revision 9 (2025), as amended for use in California)
Device Used: Stalker II Handheld Radar Gun (Tuned and Maintained by Ripon Police Department)
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Packet Pg. 184 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 26 Appendix B: Field Survey
Data
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Packet Pg. 185 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 27 Street: Acacia Ave
Limits: Fourth to Doak
Date: 9/16/25
Observer: MU
Factors: Clear Weather, Low traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: North of De Pedrini Dr
85th Percentile: N: 33 mph S: 35 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 15
C. Traffic Factors
Length of Segment: 0.4 lane miles
Lane Configuration: 2 Lane
Street Classification: Local
D. Existing Conditions
Conditions: High Ped volume, 37 ft wide, no bike lane
Roadway Geometrics: Straight with a medium curve
Comments: Narrow residential street with a park and multiple homes in the north. Heading southbound, there is a relatively significant curve in the road that leads to industrial space and undeveloped land. The adjacency of so many pedestrian dense locations and the geometry of the road factor in to the decision to leave the speed limit at 25 mph.
E. Adjacent Land Use
Residential and Industrial
Posted Speed Limit: 25 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
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Packet Pg. 186 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 28 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 X 1 1
44 1
43 1
42 1
41 1
40 1
39 1
38 X 1 2
37 X X 2 4
36 X 1 5
35 5
34 X . 1 6
33 X X X X 4 10
32 X X X X X 5 15
31 X X X X X X 6 21
30 X X X 3 24
29 X X X X X 5 29
28 X X 2 31
27 X X X X 4 35
26 X X X 3 38
25 X X X 3 41
24 X X X X X 5 46
23 X X X 3 49
22 X 1 50
21 X 1 51
20 51
19 51
18 51
17 51
16 51
15 51
51 Signed: Date:
Number of Vehicles:
85th Percentile Vehicle Number: 43
85th Percentile Speed: 33 MPH
Notes:
9/16/2025 25 MPH
S. Acacia Ave (Fourth to Doak) Clear
NB 2:55 4:08
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Packet Pg. 187 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 29 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 X 1 1
44 X 1 2
43 2
42 2
41 2
40 X 1 3
39 3
38 X 1 4
37 X X 2 6
36 6
35 X X 2 8
34 X X . 2 10
33 X X X X 4 14
32 X 1 15
31 X X X X X 5 20
30 X X X 3 23
29 X X X 3 26
28 X X X X 4 30
27 X X X X 4 34
26 X X 2 36
25 X X X X X 5 41
24 X X X 3 44
23 X X X 3 47
22 X X 2 49
21 X 1 50
20 50
19 50
18 50
17 50
16 50
15 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 35 MPH
9/16/2025 25 MPH
S. Acacia (Fourth to Doak) Clear
SB 2:55 4:22
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Packet Pg. 188 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 30 Street: Canal St
Limits: Jack Tone to Wilma
Date: 8/14/25
Observer: MU
Factors: Clear Weather, no traffic
Direction: East, West
A. Prevailing Speed Data
Location of Survey: Between Amethyst Dr and Access Way
85th Percentile: East: 38 mph West: 38 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 9
C. Traffic Factors
Length of Segment: 1892
Lane Configuration: Four Lane with multiple turn pockets and median Street Classification: Local
D. Existing Conditions
Conditions: 60 ft width, no bike lane, landscaped median Roadway Geometrics: Straight Road with few turn pockets and a landscaped median. East end of road curves and road changes to N Wilma.
Comments: Businesses to the north and residential neighborhood to the south of Canal. Each of the driveways and side streets have protected left-hand turn pockets. The width of the road contribute may contribute to higher speeds, however the proximity to dense pedestrian zones, the many side streets, and the curve at the Eastern end of the road guide the recommendation for the speed limit to remain at 35 mph.
E. Adjacent Land Use
Business, Religious, and Residential
Posted Speed Limit: 35 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 189 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 31 Recorder: MU
City of Ripon Date : Posted Speed:
Weather:
Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 X 1 1
43 X 1 2
42 X 1 3
41 3
40 X 1 4
39 X X 2 6
38 X X X 3 9
37 9
36 X X X 3 12
35 X X X X X 5 17
34 X X X . 3 20
33 X X X 3 23
32 X X X X X X X X X 9 32
31 X X X X 4 36
30 X X X 3 39
29 X X X 3 42
28 X X X 3 45
27 X X 2 47
26 X X 2 49
25 49
24 X 1 50
23 50
22 50
21 50
20 50
19 50
18 50
17 50
16 50
15 50
50 Location:
Direction:
CLEAR
1:12
35 1:50
8/14/2025
CANAL
EB
Number of Vehicles:
85th Percentile Vehicle Number: 43
85th Percentile Speed: 38 MPH
4.A.a
Packet Pg. 190 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 32 Recorder: MU
City of Ripon Date : Posted Speed:
Location: Weather:
Direction: Begin Time: End Time: 11:40
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 X 1 1
41 1
40 X X X 3 4
39 X X X 3 7
38 X X 2 9
37 X 1 10
36 X X X X X X X 7 17
35 X X X 3 20
34 X X X X X . 5 25
33 X X X X X 5 30
32 X X X X X X X 7 37
31 X X X X X 5 42
30 X X X 3 45
29 X X X X 4 49
28 X X X X 4 53
27 X 1 54
26 54
25 54
24 X 1 55
23 55
22 55
21 55
20 55
19 55
18 55
17 55
16 55
15 55
55 10:30
35 WB
CANAL CLEAR
8/14/2025
Number of Vehicles:
85th Percentile Vehicle Number: 47
4.A.a
Packet Pg. 191 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 33 Street: Colony Rd
Limits: Jack Tone to Fulton
Date: 8/19/25
Observer: MU
Factors: Clear Weather, minimal traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Between Brady and Goodwin
85th Percentile: East: 38 mph West: 38 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 52
C. Traffic Factors
Length of Segment: 3,135 lane ft
Lane Configuration: Four Lane with landscaped median
Street Classification: Major Collector
D. Existing Conditions
Conditions: Low Ped Volume, Heavy Traffic, 58-66 ft wide Roadway Geometrics: Straight with minor curve from Jack Tone to Hoff Comments: This is a heavily trafficked section of road with multiple turns into business and industrial complexes. The high number of collisions is likely due to a multitude of factors, such as the higher rate of traffic, width of the road, or the multiple intersecting streets. The recommendation is for the speed limit to remain at 35 mph.
E. Adjacent Land Use
Commercial and Industrial
Posted Speed Limit: 35 mph
Speed Limit Change: NO
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 192 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 34 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 X 1 1
47 1
46 1
45 1
44 1
43 X 1 2
42 X X 2 4
41 4
40 X X 2 6
39 X 1 7
38 X X X 3 10
37 X X X X X X 6 16
36 X X X X 4 20
35 X X X X X 5 25
34 X X X X X X X X X . 9 34
33 X X X X X 5 39
32 X X X X X X X X 8 47
31 X X X X X 5 52
30 X X X X 4 56
29 X X X X 4 60
28 60
27 60
26 60
25 60
24 60
23 60
22 60
21 60
20 60
19 60
18 60
17 60
16 60
15 60
60 8/19/2025 35 MPH
Clear
EB 2:57 3:20
Colony Road (Jack Tone to Fulton)
Number of Vehicles:
85th Percentile Vehicle Number: 51
85th Percentile Speed: 38 MPH
4.A.a
Packet Pg. 193 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 35 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 X 1 1
47 1
46 1
45 1
44 1
43 1
42 X X 2 3
41 X 1 4
40 X X X 3 7
39 X 1 8
38 X X X X X 5 13
37 X X X X X X 6 19
36 X X X X 4 23
35 X X X X 4 27
34 X X X X X X . 6 33
33 X X 2 35
32 X X X X 4 39
31 X X X X 4 43
30 X X X X X 5 48
29 X 1 49
28 X X 2 51
27 51
26 51
25 X X 2 53
24 53
23 53
22 53
21 53
20 53
19 53
18 53
17 53
16 53
15 53
53 8/19/2025 35 MPH
Clear
WB 3:25 3:46
Colony Rd. (Jack Tone to Fulton)
Number of Vehicles:
85th Percentile Vehicle Number: 45
85th Percentile Speed: 38 MPH
4.A.a
Packet Pg. 194 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 36 Street: Colony Rd.
Limits: Fulton to N Ripon
Date 8/19/25
Observer: MU
Factors: Clear Weather, minimal traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Turnout between Calhoun and Atlantic 85th Percentile: East 36 mph West: 39 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 3
C. Traffic Factors
Average Daily Traffic:
Length of Segment: 2,079 ft
Lane Configuration: 2 lanes, landscaped median
Street Classification: Local
D. Existing Conditions
Conditions: Moderate Ped traffic, 60 ft wide, bike lane Roadway Geometrics: completely straight
Comments: Wide street connecting Fulton Ave roundabout to N Ripon Rd. Residential Driveways line the street to the north and south while a large landscaped median runs down the center. Two cross streets run perpendicularly with protected turn lanes. High density of homes, “Safe Route to School”, and bike lanes/on street parking are all factors leading to the recommendation that the speed limit should remain at 35mph.
E. Adjacent Land Use
Residential
Posted Speed Limit: 35 mph
Speed Limit Change: NO
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 195 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 37 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 X 1 1
47 1
46 1
45 X 1 2
44 2
43 2
42 2
41 X 1 3
40 3
39 X X 2 5
38 X X X 3 8
37 8
36 X X X X X X 6 14
35 X X X X X X X X X X 10 24
34 X X X X X . 5 29
33 X X X X 4 33
32 X X X 3 36
31 X X X X X X X X 8 44
30 X X X 3 47
29 X X X 3 50
28 X X X 3 53
27 X X X 3 56
26 56
25 56
24 56
23 56
22 56
21 56
20 56
19 56
18 56
17 56
16 56
15 56
56 Colony Rd. (N. Ripon to Fulton)
Number of Vehicles:
85th Percentile Vehicle Number: 48
85th Percentile Speed: 36 MPH
8/19/2025 35 MPH
Clear
EB 9:54 10:36
4.A.a
Packet Pg. 196 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 38 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 X 1 1
56 1
55 1
54 1
53 1
52 1
51 1
50 1
49 1
48 1
47 X 1 2
46 2
45 2
44 2
43 X 1 3
42 X 1 4
41 4
40 X X X X 4 8
39 X X X 3 11
38 X X 2 13
37 X X X X X X 6 19
36 X X 2 21
35 X X X X 4 25
34 X X X X X X X . 7 32
33 X X X X X 5 37
32 X X X X X X X 7 44
31 X X X 3 47
30 X X X 3 50
29 50
28 X X X 3 53
27 X 1 54
26 54
25 X X 2 56
24 56
23 56
22 56
21 56
20 56
19 56
18 56
17 56
16 56
15 56
56 Colony Rd. (N. Ripon to Fulton)
Number of Vehicles:
85th Percentile Vehicle Number: 48
85th Percentile Speed: 39 MPH
8/19/2025 35 MPH
Clear
WB 9:07 9:49
4.A.a
Packet Pg. 197 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 39 Street: Doak Blvd
Limits: Mohler to Vera
Date: 8/15/25
Observer: MU
Factors: Clear Weather, no traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: S. Highland Ave
85th Percentile: East: 40 mph West: 38 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 5
C. Traffic Factors
Length of Segment: 5,899 ft
Lane Configuration: 2 lane with median
Street Classification: minor arterial and local
D. Existing Conditions
Conditions: 60 ft wide, moderate ped volume, bike lane
Roadway Geometrics: Minor curvature from Mohler to Ruess, but straightens out in the eastern section of the road.
Comments: Doak is a relatively wide, 2 lane road with bike lanes on either side that are often used for street parking. There is a high number of adjacent homes and subsequent driveways. There are three roundabouts at the busier intersections of Ruess, Jack Tone, and Vera. These roundabouts serve multiple functions, but for the purpose of this speed survey, they effectively slow traffic to a safe speed without sacrificing efficiency. Doak is a busy road and due to that fact has somewhat high prevailing speed.
E. Adjacent Land Use
residential
Posted Speed Limit: 35 mph
Speed Limit Change: NO
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 198 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 40 Recorder: MU
City of Ripon Date : Posted Speed:
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 X 1 1
47 1
46 1
45 X 1 2
44 2
43 X X . 2 4
42 X 1 5
41 X 1 6
40 X X 2 8
39 X X X X X X X X 8 16
38 X X X 3 19
37 X X X 3 22
36 X X 2 24
35 X X X X X X 6 30
34 X X . 2 32
33 X X X X 4 36
32 X X 2 38
31 X X X 3 41
30 X X X X X X 6 47
29 X 1 48
28 X 1 49
27 49
26 49
25 X 1 50
24 50
23 50
22 50
21 50
20 50
19 50
18 50
17 50
16 50
15 50
50 40 MPH
8/15/2025 35
EB
CLEAR
2:44 3:35
DOAK (VERA TO MOHLER)
Number of Vehicles:
85th Percentile Vehicle Number: 43
85th Percentile Speed:
4.A.a
Packet Pg. 199 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 41 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 X 1 1
46 1
45 1
44 1
43 1
42 X 1 2
41 X 1 3
40 X 1 4
39 X 1 5
38 X X X X 4 9
37 X X 2 11
36 X X X X X 5 16
35 X X X X X X X X 8 24
34 X X X X X . 5 29
33 X X X X X X X X X X 10 39
32 X X X X X 5 44
31 X X X X 4 48
30 X 1 49
29 X 1 50
28 X X X 3 53
27 53
26 X 1 54
25 54
24 54
23 54
22 54
21 54
20 54
19 54
18 54
17 54
16 54
15 54
54 DOAK (VERA TO MOHLER
WB
Number of Vehicles:
85th Percentile Vehicle Number: 46
85th Percentile Speed: 38 MPH
8/15/2025 35 MPH
CLEAR
10:26 11:35
4.A.a
Packet Pg. 200 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 42 Street: Doak Blvd.
Limits: Vera to South Stockton
Date: 8/18/25
Observer: MU
Factors: Clear Weather
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Between Acacia and Stockton
85th Percentile: East: 39 mph West: 44 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 2
C. Traffic Factors
Length of Segment: 2,561 ft
Lane Configuration: 4 Lane
Street Classification: Local
D. Existing Conditions
Conditions: Low ped volume, 60ft wide, no bike lane, center turn lane Roadway Geometrics: Straight with minor curve between Vera and Acacia. More extreme curve as Doak transitions to S. Stockton Ave.
Comments: Wide thoroughfare that carries a high number of trucks and commuters through the South part of Ripon. The road is wide and the sidewalk/bike lane is separated by a landscaped section. The adjacent sections of road (the Western section of Doak and S Stockton Ave) are both 35mph speed zones and as such, it is recommended that the speed should not change for this section.
E. Adjacent Land Use
Industrial/Commercial
Posted Speed Limit: 35 mph
Speed Limit Change: NO
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 201 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 43 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 X 1 1
45 1
44 X 1 2
43 X 1 3
42 X X X 3 6
41 X 1 7
40 X 1 8
39 X X X X 4 12
38 X X X 3 15
37 X X X X X X 6 21
36 X X X X X X X X 8 29
35 X X X 3 32
34 X X X . 3 35
33 X X X X X 5 40
32 X X X X X 5 45
31 X X 2 47
30 X 1 48
29 X 1 49
28 49
27 49
26 49
25 X 1 50
24 X 1 51
23 X 1 52
22 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
52 8/18/2025 35 MPH
Clear
EB 10:25 11:15
Doak (Stockton to Vera)
Number of Vehicles:
85th Percentile Vehicle Number: 44
85th Percentile Speed: 39 MPH
4.A.a
Packet Pg. 202 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 44 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather: `
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 X 1 1
48 X X 2 3
47 3
46 X X 2 5
45 X X X X 4 9
44 X X 2 11
43 X X X X 4 15
42 X X X X X 5 20
41 X X X X X 5 25
40 X X X X 4 29
39 X X X 3 32
38 X X X X X 5 37
37 X X X X 4 41
36 X X X X 4 45
35 X X X X X 5 50
34 X X X . 3 53
33 X X 2 55
32 X X X X 4 59
31 X 1 60
30 60
29 X 1 61
28 61
27 X 1 62
26 62
25 62
24 62
23 62
22 62
21 62
20 62
19 62
18 62
17 62
16 62
15 62
62 8/18/2025 35 MPH
Clear
WB 11:22 12:10
Doak Blvd. (Stockton to Vera)
Number of Vehicles:
85th Percentile Vehicle Number: 53
85th Percentile Speed: 44 MPH
4.A.a
Packet Pg. 203 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 45 Street: Fourth St
Limits: East of S. Stockton Ave
Date: 9/23/25
Observer: MU
Factors: Clear Weather
Direction: East/West
A. Prevailing Speed Data
Location of Survey: E of S. Industrial Ave
85th Percentile: East: 29 mph West: 29 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 2
C. Traffic Factors
Length of Segment: 2,000 ft
Lane Configuration: 2 lane
Street Classification: Local
D. Existing Conditions
Conditions: Low Ped Volume, 37 ft wide
Roadway Geometrics: Straight
Comments: Street running through an industrial zoned section of the city. High number of cars parked on street during working hours. High volume of trucks. Prevailing speeds can be rounded to 30 mph and it is recommended that the speed limit reflect this speed.
E. Adjacent Land Use
Industrial commercial
Posted Speed Limit: 25 mph
Speed Limit Change: YES
Revised Speed Limit: 30 mph
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 204 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 46 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 X 1 1
39 1
38 1
37 1
36 1
35 1
34 X . 1 2
33 X 1 3
32 3
31 X X 2 5
30 X 1 6
29 X X 2 8
28 X X 2 10
27 X 1 11
26 X X X X 4 15
25 X X 2 17
24 X X X X X 5 22
23 X X 2 24
22 X X X 3 27
21 X X X 3 30
20 X X 2 32
19 X X 2 34
18 X 1 35
17 X X 2 37
16 37
15 37
Number of Vehicles: 37
85th Percentile Vehicle Number: 31
85th Percentile Speed: 29 MPH
9/22/2025 25
Fourth St. (E. of Stockton Ave.) Clear
EB 10:13 12:13
4.A.a
Packet Pg. 205 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 47 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 0
35 0
34 X . 1 1
33 1
32 X X X 3 4
31 X 1 5
30 X X 2 7
29 X X X 3 10
28 X 1 11
27 11
26 X X X 3 14
25 X X X X 4 18
24 X X X X 4 22
23 X X X X X X 6 28
22 X X X X 4 32
21 X X X X 4 36
20 X X X X X 5 41
19 X X X X 4 45
18 X X 2 47
17 X X 2 49
16 49
15 X 1 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 29 MPH
9/22/2025 25 MPH
Fourth St. (E of Stockton Ave.) Clear
WB 10:13 11:38
4.A.a
Packet Pg. 206 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 48 Street: Frontage Rd
Limits: Arc to Brady
Date: 8/21/25
Observer: MU
Factors: Clear Weather
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Between Arc and Goodwin
85th Percentile: East: 43 West:43
B. Collision History
Years Covered: 2022-2025
Total Collisions: 3
C. Traffic Factors
Length of Segment: 3,571 ft
Lane Configuration: 2 lanes
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: Low Ped Volume, 26 ft wide, no bike lane
Roadway Geometrics: long running curve, but does not affect speed/traffic. The turn on to Goodwin Dr is a significant curve and speeds should be regulated
Comments: Frontage Rd runs parallel to HWY 99 in the South. The north is zoned for mixed use, however the businesses that currently occupy the area are mostly related to servicing semi-trucks. The road is not heavily trafficked and there are few pedestrians, but the geometrics as well as adjacent streets factor into the recommendation that the speed should remain at 35 mph.
E. Adjacent Land Use
Mixed Use, Commercial, Industrial
Posted Speed Limit: 35 mph
Speed Limit Change: NO
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 207 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 49 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 X 1 1
48 X 1 2
47 2
46 X X 2 4
45 X 1 5
44 5
43 X X X 3 8
42 X X 2 10
41 X 1 11
40 X X X X 4 15
39 X X X 3 18
38 X X X X 4 22
37 22
36 X X X 3 25
35 X X X X X X 6 31
34 X X X X . 4 35
33 X X 2 37
32 X 1 38
31 X X 2 40
30 X X 2 42
29 42
28 X X 2 44
27 X X X 3 47
26 X 1 48
25 48
24 48
23 X 1 49
22 49
21 X 1 50
20 50
19 50
18 50
17 50
16 50
15 50
50 8/21/2025 35 MPH
Frontage Rd. (Arc to Bradley) Clear
EB 3:16 3:58
Number of Vehicles:
85th Percentile Vehicle Number: 43
85th Percentile Speed: 43 MPH
4.A.a
Packet Pg. 208 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 50 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 X 1 1
48 1
47 X X 2 3
46 X 1 4
45 4
44 X X 2 6
43 X X X X 4 10
42 X X X X 4 14
41 X 1 15
40 X X 2 17
39 X X X 3 20
38 X X X X 4 24
37 X X X X 4 28
36 X X X X 4 32
35 X X X X X 5 37
34 X X . 2 39
33 X X X X 4 43
32 X X 2 45
31 X X X 3 48
30 X X 2 50
29 X 1 51
28 51
27 X 1 52
26 X 1 53
25 53
24 X 1 54
23 54
22 54
21 54
20 54
19 X 1 55
18 55
17 55
16 55
15 55
55 8/21/2025 35 MPH
Frontage Rd. (Arc to Bradley) Clear
WB 4:02 4:27
Number of Vehicles:
85th Percentile Vehicle Number: 47
85th Percentile Speed: 43 MPH
4.A.a
Packet Pg. 209 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 51 Street: Frontage Rd
Limits: E. Main to Acacia
Date: 8/21/25
Observer: MU
Factors: Clear Weather, light traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Gilbert Dr
85th Percentile: East: 40 mph West: 42 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 8
C. Traffic Factors
Length of Segment: 2,654 ft
Lane Configuration: 2 lanes
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: 37 feet wide, med-high ped volume, school xing, bike lane from N Stockton Ave to Main St Overpass
Roadway Geometrics: straight
Comments: HWY 99 runs parallel to the south. The area to the north is zoned for a variety of uses, but primarily Residential and Commercial. There is a pedestrian overcrossing that leads to the high school and creates high amounts of ped traffic during school hours. There is a high number of on-street parking. The prevailing speeds are rounded to 40 mph, however it is recommended that the speeds remain at 35 mph due to the variety of risk factors.
E. Adjacent Land Use
Industrial, residential, commercial
Posted Speed Limit: 35 mph
Speed Limit Change: No
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 210 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 52 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 X 1 1
45 1
44 1
43 1
42 X 1 2
41 X X X X 4 6
40 X X X 3 9
39 X X X X X 5 14
38 X X X X X X 6 20
37 X X X X X 5 25
36 X X X 3 28
35 X X X X X X 6 34
34 X X X . 3 37
33 X X 2 39
32 X X X X 4 43
31 X 1 44
30 X X 2 46
29 X X X 3 49
28 X 1 50
27 50
26 50
25 50
24 50
23 50
22 50
21 50
20 50
19 50
18 50
17 50
16 50
15 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 40 MPH
8/21/2025 35 MPH
Frontage Rd. (E. Main to Acacia) Clear
EB 11:27 12:02
4.A.a
Packet Pg. 211 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 53 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 X 1 1
44 X 1 2
43 X X X X 4 6
42 X X X 3 9
41 X X X 3 12
40 X X X X X 5 17
39 X X X X X X 6 23
38 X X X X X 5 28
37 X X X X X 5 33
36 X X X X 4 37
35 X X X 3 40
34 X X X . 3 43
33 X X X X X X X 7 50
32 X 1 51
31 X X X 3 54
30 X X 2 56
29 56
28 56
27 56
26 56
25 56
24 56
23 56
22 56
21 56
20 56
19 56
18 56
17 56
16 56
15 56
Number of Vehicles: 56
85th Percentile Vehicle Number: 48
85th Percentile Speed: 42 MPH
8/21/2025 35 MPH
Frontage Rd. (main to acacia) Clear
WB 10:51 11:26
4.A.a
Packet Pg. 212 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 54 Street: Fulton Rd.
Limits: Arc way to River Rd.
Date 8/20/25
Observer: MU
Factors: Clear Weather, Moderate Traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Shasta Ave
85th Percentile: North: 40 mph South: 38 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 12
C. Traffic Factors
Length of Segment: 4,722 ft
Lane Configuration: 2 Lanes and 4 Lanes
Street Classification: Local
D. Existing Conditions
Conditions: low ped volume, 22ft-60ft width, protected and set back bike lane/sidewalk Roadway Geometrics: Straight with sections of minor curvature Comments: Fulton is a long road divided into three sections by two roundabouts at Colony and Santos. The road widens to four lanes north of the Colony Roundabout. Fulton is a major thoroughfare and the neighborhoods that line the street are set back behind side streets or landscaped areas for safety. It is recommended that the speed remains at 35 mph
E. Adjacent Land Use
Residential and undeveloped land
Posted Speed Limit: 35 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 213 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 55 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 X X 2 2
44 X 1 3
43 3
42 X X 2 5
41 X X X X 4 9
40 X X X X 4 13
39 X X X X 4 17
38 X X X X X X X X 8 25
37 X X X X X X X X X X X 11 36
36 X X X X X 5 41
35 X X X X X X X X 8 49
34 X X X X X . 5 54
33 X X X X X X 6 60
32 X X X X X 5 65
31 X X 2 67
30 X 1 68
29 X X 2 70
28 X 1 71
27 71
26 71
25 71
24 71
23 71
22 71
21 71
20 71
19 71
18 71
17 71
16 71
15 71
Number of Vehicles: 71
85th Percentile Vehicle Number: 60
85th Percentile Speed: 40 MPH
8/20/2025 35 MPH
Fulton Ave. Clear
NB 3:15 3:37
4.A.a
Packet Pg. 214 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 56 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 X X X 3 3
41 X X 2 5
40 X X X 3 8
39 X 1 9
38 X X 2 11
37 X X X X X X X X 8 19
36 X X X X X X X X 8 27
35 X X X X X X 6 33
34 X X X X X X X X . 8 41
33 X X X X X X 6 47
32 X X X 3 50
31 X X X X 4 54
30 X 1 55
29 X X 2 57
28 57
27 X 1 58
26 58
25 58
24 58
23 58
22 58
21 58
20 58
19 58
18 58
17 58
16 58
15 58
Number of Vehicles: 58
85th Percentile Vehicle Number: 49
85th Percentile Speed: 38 MPH
8/20/2025 35 MPH
Fulton Ave. Clear
SB 3:39 4:00
4.A.a
Packet Pg. 215 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 57 Street: Garrison Way
Limits: Maple to Kamps
Date: 9/30/25
Observer: MU
Factors: Clear, no traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Between Access Way and Maple Ave
85th Percentile: East: 35 mph West: 33 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 1
C. Traffic Factors
Length of Segment: 2,675 ft
Lane Configuration: 2 Lanes
Street Classification: Local
D. Existing Conditions
Conditions: Low Ped Volume, 24 ft width, bike lane
Roadway Geometrics: Straight with one minor curve under the Fulton OC Comments: Garrison is a moderately trafficked road that runs parallel to HWY 99 in the north. To the South, there is a combination of commercial districts West of the Fulton OC and Ripon Christion Schools East of the Fulton OC. There are very few pedestrians on this section of Garrison Way. It is recommended that the speed limit of Garrison Way between the boundaries of Maple and Kamps be raised to 30 mph.
E. Adjacent Land Use
Commercial and School
Posted Speed Limit: 25 mph
Speed Limit Change: YES
Revised Speed Limit: 30 mph
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 216 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 58 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 X 1 1
37 X 1 2
36 X X 2 4
35 X X X 3 7
34 X X X X . 4 11
33 X X 2 13
32 X X X 3 16
31 X X X X 4 20
30 X X X X X X 6 26
29 X X X 3 29
28 X 1 30
27 X X X 3 33
26 33
25 X 1 34
24 X X 2 36
23 36
22 36
21 X 1 37
20 37
19 37
18 37
17 37
16 37
15 37
Number of Vehicles: 37
85th Percentile Vehicle Number: 31
85th Percentile Speed: 35 MPH
9/30/2025 25 MPH
Garrison Way (Maple to Kamps) Clear
EB 9:50 11:50
4.A.a
Packet Pg. 217 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 59 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 0
35 X X 2 2
34 X . 1 3
33 X X X 3 6
32 X X 2 8
31 X X X 3 11
30 X X X X X 5 16
29 X X 2 18
28 X X X X 4 22
27 X 1 23
26 X X 2 25
25 X 1 26
24 26
23 26
22 X 1 27
21 27
20 27
19 27
18 27
17 27
16 27
15 27
Number of Vehicles: 27
85th Percentile Vehicle Number: 23
85th Percentile Speed: 33 MPH
9/30/2025 25 MPH
Garrison Way (Maple to Jack Tone) Clear
WB 9:49 11:49
4.A.a
Packet Pg. 218 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 60 Street: Garrison Way
Limits: Stockton to Dead End
Date: 9/30/25
Observer: MU
Factors: Cloudy, low traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: NW of Pine St
85th Percentile: East: 32 mph West: 33 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 0
C. Traffic Factors
Length of Segment: 946 ft
Lane Configuration: 2 Lanes
Street Classification: Local
D. Existing Conditions
Conditions: Low Ped Volume, 35 ft wide, bike lane
Roadway Geometrics: Curved at N Stockton Ave and the turn onto Pine St Comments: Garrison Way runs on the Southern side of HWY 99. Primarily a connector between Stockton Ave and Pine St, this road is very low traffic outside of morning and afternoon traffic to Ripon High School, when it becomes busy. The adjacent land to Garrison Way is a mix of residential, industrial, and general commercial. It is recommended that the speed limit remains at 25 mph due to the proximity of the school, residences, and businesses as well as the brevity of the road. Pine St and N Stockton are also 25 mph.
E. Adjacent Land Use
Residential, commercial, school, industrial
Posted Speed Limit:25 mph
Speed Limit Change: No
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 219 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 61 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 X 1 1
36 X X 2 3
35 3
34 X . 1 4
33 4
32 X X X 3 7
31 7
30 X X 2 9
29 X X 2 11
28 X 1 12
27 X X X X 4 16
26 X X X X X 5 21
25 X X X 3 24
24 X X 2 26
23 26
22 X X 2 28
21 X 1 29
20 29
19 X 1 30
18 30
17 X 1 31
16 X 1 32
15 32
Number of Vehicles: 32
85th Percentile Vehicle Number: 27
85th Percentile Speed: 32 MPH
9/24/2025 25 MPH
Garrison Way (E. of Stockton) Cloudy
EB 10:35 12:35
4.A.a
Packet Pg. 220 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 62 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 X 1 1
47 1
46 1
45 1
44 1
43 1
42 X 1 2
41 2
40 2
39 2
38 2
37 2
36 2
35 X X 2 4
34 X . 1 5
33 X X X 3 8
32 X X X 3 11
31 X X 2 13
30 X X 2 15
29 X X X X 4 19
28 X 1 20
27 X X X 3 23
26 X 1 24
25 X X X X 4 28
24 X X X 3 31
23 X 1 32
22 32
21 X X 2 34
20 34
19 X 1 35
18 35
17 35
16 35
15 35
Number of Vehicles: 35
85th Percentile Vehicle Number: 30
85th Percentile Speed: 33 MPH
9/24/2025 25 MPH
Garrison Way (E. of Stockton) Cloudy
WB 10:35 12:35
4.A.a
Packet Pg. 221 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 63 Street: Goodwin Dr
Limits: Frontage to Colony
Date: 9/26/25
Observer: MU
Factors: Clear, Low Traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Midway between Frontage
85th Percentile: North: 39 mph South: 38 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 2
C. Traffic Factors
Length of Segment: 2,301 ft
Lane Configuration: 2 Lanes and 4 Lanes
Street Classification: Major Collector
D. Existing Conditions
Conditions: Low Ped Volume, 60ft width, gutter pan bike lane Roadway Geometrics: Generally straight with minor “S” curve toward the south end.
Comments: Goodwin Dr is a low traffic road that connects two higher traffic roads in Colony and Frontage.
Much of the land on either side of the street is undeveloped, though the developed areas are busy commercial districts. It is recommended that the speed limit remains at 35 mph.
E. Adjacent Land Use
Industrial and commercial
Posted Speed Limit: 35 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 222 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 64 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 X 1 1
50 1
49 1
48 1
47 1
46 1
45 X 1 2
44 2
43 2
42 2
41 X 1 3
40 X X 2 5
39 X X X X 4 9
38 X X 2 11
37 X X X X X X 6 17
36 X X X 3 20
35 X X X 3 23
34 X X X . 3 26
33 X X X X X X 6 32
32 X X X 3 35
31 X X X X X 5 40
30 X X 2 42
29 X X X X 4 46
28 X 1 47
27 X X 2 49
26 X 1 50
25 X 1 51
24 51
23 51
22 51
21 51
20 51
19 51
18 51
17 51
16 51
15 51
Number of Vehicles: 51
85th Percentile Vehicle Number: 43
85th Percentile Speed: 39 MPH
9/26/2025 35 MPH
Goodwin Dr. (Frontage to Colony) Clear
NB 10:05 11:04
4.A.a
Packet Pg. 223 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 65 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 X 1 1
42 X X 2 3
41 3
40 3
39 X 1 4
38 X X X X X X 6 10
37 X X X 3 13
36 X X X X X X X 7 20
35 X X X 3 23
34 X X . 2 25
33 X X X X X X X 7 32
32 X X X X X 5 37
31 X X X X 4 41
30 X X X X 4 45
29 X 1 46
28 X X X 3 49
27 X 1 50
26 X X 2 52
25 52
24 52
23 52
22 X 1 53
21 53
20 53
19 53
18 53
17 53
16 53
15 53
Number of Vehicles: 53
85th Percentile Vehicle Number: 45
85th Percentile Speed: 38 MPH
9/26/2025 35
Goodwin Dr. (Frontage to Colony) Clear
SB 10:05 10:58
4.A.a
Packet Pg. 224 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 66 Street: Highland Ave
Limits: W. Ripon Rd to Doak Blvd
Date: 8/25/25
Observer: MU
Factors: Clear Weather, low traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Lan Park
85th Percentile: N: 37 mph S: 36 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 3
C. Traffic Factors
Length of Segment: 4,113 ft
Lane Configuration: 2 lanes
Street Classification: Local
D. Existing Conditions
Conditions: Med Ped Volume, 37 ft width, no bike lane
Roadway Geometrics: Straight
Comments: Highland is moderately trafficked with dozens of homes and a park immediately next to the road. Due to these factors, there is a high number of pedestrians along the street. There is a roundabout at the Highland and Terry intersection that helps to manage traffic. It is recommended that the limit remains at 35 mph
E. Adjacent Land Use
Residential
Posted Speed Limit: 35 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 225 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 67 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 X X 2 2
39 X X 2 4
38 X X X X 4 8
37 X X 2 10
36 X 1 11
35 X X X X 4 15
34 X X X X X . 5 20
33 X X X X X X X 7 27
32 X X X X 4 31
31 X X X X X 5 36
30 X X X X X 5 41
29 X X X X X X 6 47
28 X 1 48
27 X X 2 50
26 X X 2 52
25 52
24 52
23 52
22 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
Number of Vehicles: 52
85th Percentile Vehicle Number: 44
85th Percentile Speed: 37 MPH
8/25/2025 35 MPH
Highland Ave. Clear
NB 11:48 12:42
4.A.a
Packet Pg. 226 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 68 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 X X 2 2
40 2
39 X X 2 4
38 4
37 X X 2 6
36 X X X X 4 10
35 X X X X X 5 15
34 X X X X X . 5 20
33 X X X X X X X 7 27
32 X X X X X X 6 33
31 X X X 3 36
30 X X X X X X 6 42
29 X 1 43
28 X X X 3 46
27 X X 2 48
26 X X X 3 51
25 51
24 51
23 51
22 51
21 51
20 51
19 51
18 51
17 51
16 51
15 51
Number of Vehicles: 51
85th Percentile Vehicle Number: 43
85th Percentile Speed: 36 MPH
8/25/2025 35 MPH
Highland Ave. Clear
SB 10:35 11:32
4.A.a
Packet Pg. 227 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 69 Street: Hoff Dr
Limits: Colony to Santos
Date: 9/23/25
Observer: MU
Factors: Clear Weather, Low traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Corner of Santos and Hoff
85th Percentile: North: 35 mph South: 36 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 15
C. Traffic Factors
Length of Segment: 954 ft
Lane Configuration: 4 lanes
Street Classification: Major Collector
D. Existing Conditions
Conditions: Low ped volume, 54 ft wide, no bike lane, landscaped median Roadway Geometrics: Straight
Comments: Moderately trafficked road with a commercial zone to the West and undeveloped land to the East. Hoff connects Colony and Santos at a dead end intersection. It is recommended that the speed limit should increase to 30 mph
E. Adjacent Land Use
Commercial
Posted Speed Limit: 25 mph
Speed Limit Change: YES
Revised Speed Limit: 35 mph
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 228 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 70 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 X 1 1
43 1
42 1
41 X 1 2
40 X 1 3
39 3
38 X 1 4
37 X 1 5
36 X X 2 7
35 X X X 3 10
34 X X . 2 12
33 X X X X X X 6 18
32 X 1 19
31 X X X X 4 23
30 X X X X 4 27
29 X X X X 4 31
28 X X X X X X 6 37
27 X X X X X 5 42
26 X X X X 4 46
25 46
24 X X 2 48
23 48
22 X 1 49
21 X 1 50
20 50
19 50
18 50
17 50
16 50
15 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 35 MPH
9/23/2025 25
Hoff Dr. (Colony to Santos) Clear
NB 3:26 4:14
4.A.a
Packet Pg. 229 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 71 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 X 1 1
42 1
41 1
40 X X 2 3
39 X 1 4
38 X X 2 6
37 6
36 X X 2 8
35 X X X X X 5 13
34 X X . 2 15
33 X X X 3 18
32 X X X 3 21
31 X 1 22
30 X X X X X X 6 28
29 X X X X 4 32
28 X X 2 34
27 X X X X 4 38
26 X X 2 40
25 X X X 3 43
24 X X 2 45
23 X X X 3 48
22 X X 2 50
21 50
20 50
19 50
18 50
17 50
16 50
15 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 36 MPH
9/18/2025 25 MPH
Hoff Dr. (Colony to Santos) Clear
SB 3:26 4:21
4.A.a
Packet Pg. 230 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 72 Street: Industrial Ave
Limits: Main to Fourth
Date: 10/23/25
Observer: MU
Factors: Clear, very low traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Recycling Center Lot
85th Percentile: North: 26 mph South: 28 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 2
C. Traffic Factors
Length of Segment: 1,653 ft
Lane Configuration: 2 lanes
Street Classification: local
D. Existing Conditions
Conditions: Low ped volume, 37 ft width, no bike lane
Roadway Geometrics: Straight with bend on approach from Main St side.
Comments: A low trafficked road that is primarily used for access to industrial businesses as well as the cardboard recycling center. Notably, there is little to no pedestrian traffic. It is recommended that the speed limit should remain the same.
E. Adjacent Land Use
Industrial and Commercial
Posted Speed Limit: 25
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 231 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 73 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 0
35 0
34 . 0
33 0
32 0
31 X 1 1
30 1
29 1
28 X X 2 3
27 X 1 4
26 X X 2 6
25 6
24 X 1 7
23 X X X 3 10
22 X X X X X 5 15
21 X 1 16
20 X X X 3 19
19 X X 2 21
18 X X 2 23
17 23
16 X 1 24
15 24
Number of Vehicles: 24
85th Percentile Vehicle Number: 20
85th Percentile Speed: 26 MPH
10/23/2025 25
Industrial Ave Clear
NB 12:20 2:20
4.A.a
Packet Pg. 232 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 74 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 X 1 1
36 1
35 1
34 . 1
33 1
32 1
31 1
30 X 1 2
29 X 1 3
28 X X X 3 6
27 6
26 X 1 7
25 X X 2 9
24 X X X 3 12
23 X X 2 14
22 X X X 3 17
21 X 1 18
20 X X X 3 21
19 X X X X 4 25
18 X X 2 27
17 X X X X 4 31
16 X X 2 33
15 X 1 34
Number of Vehicles: 34
85th Percentile Vehicle Number: 29
85th Percentile Speed: 28 MPH
23-Oct 25
Industrial Ave Clear
SB 12:20 2:20
4.A.a
Packet Pg. 233 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 75 Street: Jack Tone Rd
Limits: Doak to Main
Date: 9/4/25
Observer: MU
Factors: Clear Weather, Light Traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Turnout at Denise Dr
85th Percentile: North: 32 mph South: 33 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 2
C. Traffic Factors
Length of Segment: 3,798 ft
Lane Configuration: 2 lanes
Street Classification: Major Collector
D. Existing Conditions
Conditions: High Ped Volume, 39 ft wide, protected bike lane, School xing Roadway Geometrics: straight
Comments: Heavily trafficked residential street with multiple intersections and a school crossing. There is a protected bike lane on the Western side of the street. The street is lined with homes on the East side.
Despite the high prevailing speeds, it is recommended that the limit should remain at 25 mph.
E. Adjacent Land Use
Residential, School
Posted Speed Limit: 25
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 234 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 76 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 X 1 1
38 X 1 2
37 2
36 2
35 X 1 3
34 X X . 2 5
33 X X 2 7
32 X X X 3 10
31 X X X X X X 6 16
30 X X X X X X X X 8 24
29 X X X X 4 28
28 X X X X X X 6 34
27 X X X 3 37
26 X X X X 4 41
25 X X X X X 5 46
24 X X X X X 5 51
23 X X X 3 54
22 X 1 55
21 55
20 55
19 55
18 55
17 55
16 55
15 55
55 9/4/2025 25 MPH
Jack Tone Rd. (Main to Doak) Clear
NB 2:24 3:04
Number of Vehicles:
85th Percentile Vehicle Number: 47
85th Percentile Speed: 32 MPH
4.A.a
Packet Pg. 235 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 77 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 X 1 1
40 1
39 X 1 2
38 X 1 3
37 X 1 4
36 4
35 X 1 5
34 X . 1 6
33 X X X 3 9
32 X X X 3 12
31 X X X 3 15
30 X X X X X 5 20
29 X X X X X X X X 8 28
28 X X X X X 5 33
27 X X X X X X X 7 40
26 X X X 3 43
25 X X X X 4 47
24 X X X 3 50
23 50
22 50
21 50
20 50
19 50
18 50
17 50
16 50
15 50
50 8/27/2025 25 MPH
Jack Tone (Main to Doak( Clear
SB 11:32 12:26
Number of Vehicles:
85th Percentile Vehicle Number: 43
85th Percentile Speed: 33 MPH
4.A.a
Packet Pg. 236 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 78 Street: Jack Tone Rd
Limits: Main St to Overcrossing
Date: 8/27/25
Observer: MU
Factors: Clear Weather, Moderate Traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: North of Canal St
85th Percentile: North: 47 mph South: 47 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 8
C. Traffic Factors
Length of Segment: 2,968 ft
Lane Configuration: 2 lanes with median
Street Classification: Principal Arterial
D. Existing Conditions
Conditions: 37-53 ft wide
Roadway Geometrics: Straight
Comments: A high trafficked arterial road that connects Main Street to the Jack Tone overcrossing. This section of Jack Tone Rd. is a 45 mph zone with protected left handed turn pockets that turn into Harvest Dr, Canal Blvd, and a commercial center. Almost all of the developed land on this portion of Jack Tone is on the Eastern side. The Western side is primarily undeveloped. The speed limit should remain unchanged.
E. Adjacent Land Use
Residential and Commercial
Posted Speed Limit: 45
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 237 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 79 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 X 1 1
56 1
55 1
54 1
53 1
52 1
51 1
50 X 1 2
49 X X 2 4
48 X X X X X 5 9
47 X X 2 11
46 X X X X X X 6 17
45 X X X X X 5 22
44 X X X X X X 6 28
43 X X X X X 5 33
42 X X X X X X X 7 40
41 X X X X X X X X 8 48
40 X X X X X 5 53
39 X X X 3 56
38 X X 2 58
37 X 1 59
36 X X 2 61
35 X X 2 63
34 . 63
33 X 1 64
32 64
31 64
30 X 1 65
29 65
28 65
27 65
26 65
25 65
24 65
23 65
22 65
21 65
20 65
19 65
18 65
17 65
16 65
15 65
65 8/27/2025 45 MPH
Jack Tone (Overpass to Main) Clear
NB 10:44 11:07
Number of Vehicles:
85th Percentile Vehicle Number: 55
85th Percentile Speed: 47 MPH
4.A.a
Packet Pg. 238 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 80 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 X 1 1
50 X X 2 3
49 X X X 3 6
48 X 1 7
47 X X X 3 10
46 X X X X X 5 15
45 X X X X X X X 7 22
44 X X X X X X 6 28
43 X X X X X X X 7 35
42 X X X X X X 6 41
41 X X X X X X X 7 48
40 X X 2 50
39 X 1 51
38 X X 2 53
37 X X 2 55
36 X X 2 57
35 57
34 . 57
33 57
32 57
31 57
30 57
29 57
28 57
27 57
26 57
25 57
24 57
23 57
22 57
21 57
20 57
19 57
18 57
17 57
16 57
15 57
57 8/27/2025 45 MPH
Jack Tone (Overpass to Main) Clear
SB 10:19 10:42
Number of Vehicles:
85th Percentile Vehicle Number: 48
85th Percentile Speed: 47 MPH
4.A.a
Packet Pg. 239 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 81 Street: Jack Tone Overcrossing
Limits: Overcrossing
Date: 10/24/25
Observer: MU
Factors: Clear Weather, high traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: W. Colony and Jack Tone intersection 85th Percentile: North: 39 mph South: 36 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 3
C. Traffic Factors
Length of Segment: 1,307 ft
Lane Configuration: 4 lanes with median
Street Classification: principal arterial
D. Existing Conditions
Conditions: Little to no ped volume, 53 ft wide, sidewalk/bike lane on Eastern side Roadway Geometrics: Straight with incline and decline changes Comments: The Jack Tone Overcrossing is one of the busiest sections of road in the city. It services cars and trucks that are entering and leaving the city as well as locals crossing town. At 35 mph, this serves as a safe and functional stretch of road for its various uses.
E. Adjacent Land Use
Highway
Posted Speed Limit: 35
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 240 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 82 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 X 1 1
47 1
46 1
45 1
44 X X 2 3
43 X 1 4
42 X 1 5
41 X X 2 7
40 7
39 X X X 3 10
38 X X X X 4 14
37 X X X X 4 18
36 X X 2 20
35 X X X 3 23
34 X X X . 3 26
33 X X X X 4 30
32 X X 2 32
31 X X X X X X 6 38
30 X X X 3 41
29 41
28 X 1 42
27 X X 2 44
26 44
25 44
24 X 1 45
23 X 1 46
22 X X 2 48
21 X X 2 50
20 50
19 50
18 X 1 51
17 51
16 51
15 51
Number of Vehicles: 51
85th Percentile Vehicle Number: 43
85th Percentile Speed: 39 MPH
10/24/2025 35
Jack Tone Overpass Clear
NB 9:40 10:03
4.A.a
Packet Pg. 241 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 83 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 X 1 1
48 1
47 1
46 1
45 1
44 1
43 X 1 2
42 2
41 2
40 2
39 X X 2 4
38 X X X 3 7
37 X 1 8
36 X X X 3 11
35 X X X X X 5 16
34 X X . 2 18
33 X X X X 4 22
32 X X X X X X 6 28
31 X X X X 4 32
30 X 1 33
29 X X X X 4 37
28 X X 2 39
27 X X X X 4 43
26 X X X 3 46
25 X X 2 48
24 X 1 49
23 X X 2 51
22 51
21 51
20 X X 2 53
19 X 1 54
18 54
17 54
16 54
15 54
Number of Vehicles: 54
85th Percentile Vehicle Number: 46
85th Percentile Speed: 36 MPH
10/24/2025 35
Jack Tone Overpass Clear
SB 10:05 10:19
4.A.a
Packet Pg. 242 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 84 Street: Jack Tone Rd
Limits: Colony to River
Date: 8/26/25
Observer: MU
Factors: Clear Weather
Direction: North/South
A. Prevailing Speed Data
Location of Survey: North of Santos Ave
85th Percentile: North: 48 South: 47
B. Collision History
Years Covered: 2022-2025
Total Collisions: 10
C. Traffic Factors
Length of Segment: 2,498 lane ft
Lane Configuration: 6 lanes to 2 lanes
Street Classification: Principal Arterial
D. Existing Conditions
Conditions: 37-92 ft wide
Roadway Geometrics: Straight
Comments: The stretch of Jack Tone Rd North of Colony is a higher traffic and higher speed road. The area surrounding the six lane section between Colony and Santos is developed for truck stops and other trucking related businesses. North of Santos is undeveloped farmland and the road trims down to two lanes. This road is an important connection between HWY 120 and HWY 99. The 45 mph allows for a safe and efficient connection and shall remain unchanged.
E. Adjacent Land Use
Commercial and farmland
Posted Speed Limit: 45
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 243 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 85 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 X 1 1
56 1
55 1
54 1
53 X X X 3 4
52 X X X X X 5 9
51 X X 2 11
50 X X X 3 14
49 X X X X X 5 19
48 X X X X X 5 24
47 X X X 3 27
46 X X X X X 5 32
45 X X X X X X 6 38
44 X X X X 4 42
43 X X X 3 45
42 X X 2 47
41 X X X X 4 51
40 X X X X 4 55
39 X X 2 57
38 X X X X X 5 62
37 X X 2 64
36 X 1 65
35 X X 2 67
34 . 67
33 67
32 67
31 67
30 67
29 67
28 67
27 67
26 X 67
25 67
24 67
23 67
22 67
21 67
20 67
19 67
18 67
17 67
16 67
15 67
67 8/26/2025 45 MPH
Jack Tone (River to Santos Clear
NB 11:50 12:11
Number of Vehicles:
85th Percentile Vehicle Number: 57
85th Percentile Speed: 51 MPH
4.A.a
Packet Pg. 244 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 86 Recorder:
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 X 1 1
57 1
56 1
55 X 1 2
54 2
53 2
52 2
51 X 1 3
50 X X X 3 6
49 X 1 7
48 X X 2 9
47 X X X X X 5 14
46 X X 2 16
45 X X X X X X X 7 23
44 X X X X 4 27
43 X X 2 29
42 X X X X X X 6 35
41 X X X X X X X X 8 43
40 X X X X 4 47
39 X X X X 4 51
38 X X 2 53
37 X 1 54
36 X X 2 56
35 56
34 . 56
33 56
32 56
31 56
30 56
29 56
28 56
27 56
26 56
25 56
24 56
23 56
22 56
21 56
20 56
19 56
18 56
17 56
16 56
15 56
56 8/26/2025
Jack Tone (River to Santos) Clear
SB 12:13 12:38
Number of Vehicles:
85th Percentile Vehicle Number: 48
85th Percentile Speed: 48 MPH
4.A.a
Packet Pg. 245 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 87 Street: Main St
Limits: Industrial to Vera
Date: 10/10/25
Observer: MU
Factors: Clear Weather, Moderate Traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Between Locust and Walnut
85th Percentile: East: 27 mph, West: 27 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 7
C. Traffic Factors
Length of Segment: 3,536 lane ft
Lane Configuration: 2 lanes
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: High Ped Volume, 36-58 ft wide, no bike lane Roadway Geometrics: straight
Comments: The section of Main St. that makes up the Downtown of Ripon. There is a very high volume of pedestrian and car traffic. The road is lined with parking spaces which requires a level of caution for motorists besides the high foot traffic. Besides the businesses, there are also churches, homes, schools, and more in the adjacent land. The zone shall remain at 25 mph.
E. Adjacent Land Use
Residential, Commercial, Schools, Churches
Posted Speed Limit: 25 mph
Speed Limit Change: no
Revised Speed Limit:
4.A.a
Packet Pg. 246 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 88 Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 247 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 89 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 0
35 0
34 . 0
33 0
32 0
31 X 1 1
30 1
29 X X X 3 4
28 X X 2 6
27 X X X X 4 10
26 X X X X X X X 7 17
25 X X X X 4 21
24 X X X X X X 6 27
23 X X X X X 5 32
22 X X X 3 35
21 X X X X X X 6 41
20 X X X X 4 45
19 X X X 3 48
18 48
17 X X X 3 51
16 X 1 52
15 52
Number of Vehicles: 52
85th Percentile Vehicle Number: 44
85th Percentile Speed: 27 MPH
10/10/2025 25
Main St. (Wilma to Industrial) Clear
EB 10:20 10:54
4.A.a
Packet Pg. 248 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 90 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 0
35 X 1 1
34 . 1
33 X X 2 3
32 3
31 X 1 4
30 X X 2 6
29 6
28 X 1 7
27 X X X 3 10
26 X X X X X 5 15
25 X X X X X X X X 8 23
24 X X X X 4 27
23 X X X X X X 6 33
22 X X X X X 5 38
21 X X X X 4 42
20 X X 2 44
19 X X 2 46
18 X X X 3 49
17 X 1 50
16 X X X 3 53
15 X 1 54
Number of Vehicles: 54
85th Percentile Vehicle Number: 46
85th Percentile Speed: 27 MPH
10/10/2025 25
Main St. (Wilma to Industrial) Clear
WB 10:20 10:51
4.A.a
Packet Pg. 249 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 91 Street: Main St Overcrossing
Limits: Start and end of Overcrossing
Date: 10/21/25
Observer: MU
Factors: Clear Weather, High Traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: East Main St and Overcrossing intersection 85th Percentile: North: 35 MPH South: 35 MPH
B. Collision History
Years Covered: 2022-2025
Total Collisions: 13
C. Traffic Factors
Length of Segment: 2,238 lane ft
Lane Configuration: 4 Lanes
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: Low Ped Volume, 56 feet wide, no bike lane
Roadway Geometrics: Straight with curves at the north and south end of the overcrossing. Moderate incline and decline
Comments: Both ends of the overcrossing have moderate curves that limit the safe speed for drivers. The 35 MPH speed limit is reasonable based on the amount of traffic of this overcrossing.
E. Adjacent Land Use
Nothing
Posted Speed Limit: 35 MPH
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 250 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 92 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 X 1 1
40 1
39 X X 2 3
38 3
37 3
36 X X 2 5
35 X X X X 4 9
34 X X X X X X . 6 15
33 X X X X X X X 7 22
32 X X X X 4 26
31 X X 2 28
30 X X X X 4 32
29 X X X X X 5 37
28 X X X 3 40
27 X 1 41
26 X X X 3 44
25 X X 2 46
24 X 1 47
23 X X 2 49
22 X 1 50
21 50
20 X 1 51
19 51
18 51
17 51
16 51
15 51
Number of Vehicles: 51
85th Percentile Vehicle Number: 43
85th Percentile Speed: 35 MPH
10/21/2025 35
Main St. Overcrossing Clear
NB 11:00 11:28
4.A.a
Packet Pg. 251 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 93 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 X 1 1
41 1
40 1
39 X X 2 3
38 3
37 X 1 4
36 X X X 3 7
35 X X X X X 5 12
34 X X X X X X X . 7 19
33 X X X 3 22
32 X X X X X X 6 28
31 X X X X X X 6 34
30 X X X X X 5 39
29 X X 2 41
28 X X X X X 5 46
27 X X X 3 49
26 X X 2 51
25 X X 2 53
24 53
23 53
22 X 1 54
21 54
20 54
19 X 1 55
18 55
17 55
16 55
15 55
Number of Vehicles: 55
85th Percentile Vehicle Number: 47
85th Percentile Speed: 35 MPH
10/21/2025 35
Main St. Overcrossing Clear
SB 11:00 11:23
4.A.a
Packet Pg. 252 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 94 Street: East Main St
Limits: Manley to Frontage
Date: 10/20/25
Observer: MU
Factors: Clear Weather, low traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: West of Manley
85th Percentile: East: 35 mph, West: 35
B. Collision History
Years Covered: 2022-2025
Total Collisions: 8
C. Traffic Factors
Length of Segment: 1,525 lane ft
Lane Configuration: 2 lanes with median
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: Med Ped Volume, 37 ft wide, no bike lane
Roadway Geometrics: straight with minor curve as East Main changes into Frontage Comments: Highly trafficked section of road that is mostly surrounded by residential lots. West of the Main St. Overcrossing intersection, there are a few commercial lots. East Main is and should remain a 35 due to its importance as an arterial connection to the highway and other higher volume roads.
E. Adjacent Land Use
Residential and commercial
Posted Speed Limit: 35
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 253 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 95 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 X 1 1
39 1
38 X 1 2
37 X X 2 4
36 X X 2 6
35 X X X X 4 10
34 X X . 2 12
33 X X X 3 15
32 X X X X X 5 20
31 X X X X X X 6 26
30 X X X X X X 6 32
29 X X 2 34
28 X X X X 4 38
27 X X X X 4 42
26 X X X X X 5 47
25 X X 2 49
24 49
23 X X 2 51
22 X 1 52
21 X 1 53
20 53
19 53
18 X 1 54
17 54
16 54
15 54
Number of Vehicles: 54
85th Percentile Vehicle Number: 46
85th Percentile Speed: 35 MPH
10/20/2025 35
E. Main St Clear
EB 11:23 11:58
4.A.a
Packet Pg. 254 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 96 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 X 1 1
43 1
42 1
41 1
40 1
39 X X 2 3
38 X 1 4
37 X 1 5
36 X X X 3 8
35 X X X 3 11
34 X X X X . 4 15
33 X X X X X 5 20
32 X X X X X X X 7 27
31 X X X 3 30
30 X X X X X 5 35
29 X X X X 4 39
28 X X X 3 42
27 X X X 3 45
26 X 1 46
25 X X X 3 49
24 49
23 X X 2 51
22 X 1 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
Number of Vehicles: 52
85th Percentile Vehicle Number: 44
85th Percentile Speed: 35 MPH
10/20/2025 35
E. Main St. Clear
WB 11:23 12:09
4.A.a
Packet Pg. 255 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 97 Street: W Main St
Limits: Vera to Jack Tone
Date: 11/21/25
Observer: MU
Factors: Clear Weather, medium traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Between Robert and Roxie
85th Percentile: East: 37 MPH West: 36 MPH
B. Collision History
Years Covered: 2022-2025
Total Collisions: 34
C. Traffic Factors
Length of Segment: 2,646 lane ft
Lane Configuration: 4 lanes with median
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: Med to High Ped Volume, 56 ft wide, no bike lane Roadway Geometrics: Straight
Comments: West Main is a 4 lane arterial road that runs directly through the center of Ripon. There are multiple commercial zones that are directly adjacent to this road as well as connecting side streets to neighborhoods. 35 MPH is a safe and efficient speed for West Main St due to its width and importance connecting multiple cross streets.
E. Adjacent Land Use
Commercial and Residential
Posted Speed Limit: 35 MPH
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 256 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 98 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 X X 2 2
41 2
40 2
39 X 1 3
38 X 1 4
37 X X X X X X 6 10
36 X X X 3 13
35 X X X 3 16
34 X X X X . 4 20
33 X X X X X X X 7 27
32 X X X X 4 31
31 X X 2 33
30 X X X X X X 6 39
29 X X X X X 5 44
28 X X 2 46
27 X 1 47
26 X X X 3 50
25 X X 2 52
24 X 1 53
23 53
22 53
21 53
20 53
19 53
18 53
17 53
16 53
15 53
Number of Vehicles: 53
85th Percentile Vehicle Number: 45
85th Percentile Speed: 37 MPH
11/21/2025 35
West Main St (Vera to Jack Tone) Clear
EB 10:12 10:33
4.A.a
Packet Pg. 257 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 99 Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 X 1 1
39 X X 2 3
38 X 1 4
37 X X X 3 7
36 X X X X X X X X 8 15
35 X X X X X 5 20
34 X X X . 3 23
33 X X X X X X 6 29
32 X X X 3 32
31 X X X X 4 36
30 X X X X X X X 7 43
29 X X X 3 46
28 X 1 47
27 X X X 3 50
26 X X 2 52
25 52
24 52
23 52
22 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
Number of Vehicles: 52
85th Percentile Vehicle Number: 44
85th Percentile Speed: 36 MPH
11/21/2025 35
West Main St (Vera to Jack Tone) Clear
WB 10:35 10:53
4.A.a
Packet Pg. 258 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 100
Street: Manley Rd
Limits: Milgeo to E. Main
Date: 9/16/25
Observer: MU
Factors: Clear weather, med traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Between Stouffer and Montana
85th Percentile: North: 36 mph, South: 36 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 6
C. Traffic Factors
Length of Segment: 2,623 lane ft
Lane Configuration: 2 lanes
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: Med Ped Volume, 45 ft wide, bike lanes
Roadway Geometrics: Straight
Comments: Wide street in a residential neighborhood, Manley is a highly trafficked route that allows drivers access to HWY 99 and the Main St. Overpass via E Main St. Despite the many homes that line Manley, the speed of 35 mph is reasonable and safe for its function and width.
E. Adjacent Land Use
Residential
Posted Speed Limit: 35 mph
Speed Limit Change:
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 259 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 101
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 X 1 1
49 1
48 1
47 1
46 1
45 1
44 1
43 1
42 1
41 1
40 X X 2 3
39 X 1 4
38 X X X 3 7
37 X 1 8
36 X X 2 10
35 X X X X 4 14
34 X X X X X X X . 7 21
33 X X X X X X 6 27
32 X X X X 4 31
31 X X X X X X 6 37
30 X X X 3 40
29 X X X X X 5 45
28 X X X X 4 49
27 49
26 X 1 50
25 X X 2 52
24 X 1 53
23 53
22 53
21 53
20 53
19 53
18 53
17 53
16 53
15 53
Number of Vehicles: 53
85th Percentile Vehicle Number: 45
85th Percentile Speed: 36 MPH
9/16/2025 35 MPH
N. Manley (Milgeo to Main) Clear
NB 11:06 11:42
4.A.a
Packet Pg. 260 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 102
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 X X 2 2
38 X X 2 4
37 X 1 5
36 X X X X X 5 10
35 X X X X X 5 15
34 X X X . 3 18
33 X X X X X X X 7 25
32 X X X X X X X X 8 33
31 X X X X X X X 7 40
30 X X X X X 5 45
29 X X X 3 48
28 X X X X 4 52
27 52
26 52
25 52
24 X 1 53
23 53
22 X 1 54
21 54
20 54
19 54
18 54
17 54
16 54
15 54
Number of Vehicles: 54
85th Percentile Vehicle Number: 46
85th Percentile Speed: 36 MPH
9/16/2025 35 MPH
Manley Rd. (Milgeo to Main) Clear
SB 11:06 11:49
4.A.a
Packet Pg. 261 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 103
Street: Milgeo Ave
Limits: Arc to Murphy
Date: 9/15/25
Observer: MU
Factors: Clear Weather, moderate traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Between N Ripon Rd and John Roos
85th Percentile: East: 34 mph West: 35 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 15
C. Traffic Factors
Length of Segment: 6,924 lane ft
Lane Configuration: 2 Lanes
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: High Ped Volume, 46 ft wide, bike lane
Roadway Geometrics: Straight
Comments: Minor arterial road connecting many of the neighborhoods on the North half or the city. The street is lined with homes and the subsequent on street parking that they demand. Ripona Elementary School is just down John Roos, making Milgeo a major intersection for children to cross. 30 mph allows for cars to travel at an efficient rate while still protecting those E. Adjacent Land Use
Residential
Posted Speed Limit: 30 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 262 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 104
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 X 1 1
39 1
38 X 1 2
37 X X 2 4
36 X X 2 6
35 X 1 7
34 X X X X . 4 11
33 X X X 3 14
32 X X X X X 5 19
31 X X X X X X X 7 26
30 X X X X X X 6 32
29 X X X X X X X 7 39
28 X X X X 4 43
27 X X X 3 46
26 X 1 47
25 X X 2 49
24 X 1 50
23 50
22 X 1 51
21 51
20 51
19 51
18 51
17 51
16 51
15 51
Number of Vehicles: 51
85th Percentile Vehicle Number: 43
85th Percentile Speed: 34 MPH
9/15/2025 30 MPH
Milgeo Ave. Clear
EB 10:25 11:07
4.A.a
Packet Pg. 263 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 105
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 X 1 1
41 1
40 X 1 2
39 X 1 3
38 X X 2 5
37 5
36 X X 2 7
35 X X 2 9
34 X X X X X X . 6 15
33 X X X X 4 19
32 X X X X X X X 7 26
31 X X X X X X 6 32
30 X X X X 4 36
29 X X X X 4 40
28 X X X 3 43
27 X X X X X 5 48
26 48
25 X X 2 50
24 X 1 51
23 51
22 51
21 51
20 51
19 51
18 51
17 51
16 51
15 51
Number of Vehicles: 51
85th Percentile Vehicle Number: 43
85th Percentile Speed: 35 MPH
9/15/2025 30 MPH
Milgeo Ave. Clear
WB 10:25 10:57
4.A.a
Packet Pg. 264 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 106
Street: Mohler Rd
Limits: W. Ripon Rd to Doak Blvd.
Date: 9/9/25
Observer: MU
Factors: Clear Weather, Low traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Between Kelcie Dr and Cheryl Ln
85th Percentile: North: 43, South: 45
B. Collision History
Years Covered: 2022-2025
Total Collisions: 1
C. Traffic Factors
Length of Segment: 3,707 lane ft
Lane Configuration: 2 lanes
Street Classification: minor arterial and local
D. Existing Conditions
Conditions: Low ped volume, 37 ft wide, no bike lanes
Roadway Geometrics: straight
Comments: Mohler Rd is a minor arterial road that connects West Ripon Rd and Doak Blvd as well as smaller residential streets in between. The street is relatively low trafficked and long which are contributing factors to why the prevailing speed is so high. There are a few homes lining the street on the Eastern side and a few set back farming properties to the West. Besides that, the adjacent land is undeveloped. It is recommended that the speed limit rises to 40 mph.
Data needs to be redone. Work with county to create a speed zone that tapers down to 35.
E. Adjacent Land Use
Residential and undeveloped
Posted Speed Limit: 35
Speed Limit Change: No
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 265 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 107
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 X 1 1
50 X 1 2
49 2
48 X X 2 4
47 X 1 5
46 X 1 6
45 X 1 7
44 7
43 X X X X X 5 12
42 X X X 3 15
41 X X X 3 18
40 X X X X X X 6 24
39 X 1 25
38 X X X 3 28
37 X X X X X 5 33
36 X X 2 35
35 X X X 3 38
34 X X X X X . 5 43
33 X X 2 45
32 X 1 46
31 X X 2 48
30 48
29 48
28 48
27 48
26 48
25 X 1 49
24 49
23 X 1 50
22 50
21 50
20 50
19 50
18 50
17 50
16 50
15 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 43 MPH
9/9/2025 35
Mohler Rd. Clear
NB 10:53 12:37
4.A.a
Packet Pg. 266 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 108
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 X X X 3 3
46 X X X X 4 7
45 X X 2 9
44 9
43 9
42 X X 2 11
41 X X X X 4 15
40 X X X 3 18
39 X 1 19
38 X X X X 4 23
37 X X X X 4 27
36 X X X 3 30
35 X X X X X 5 35
34 X X . 2 37
33 X X X X 4 41
32 X X 2 43
31 X 1 44
30 X X 2 46
29 X 1 47
28 X 1 48
27 48
26 X 1 49
25 49
24 X 1 50
23 50
22 50
21 50
20 50
19 50
18 50
17 50
16 50
15 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 45 MPH
9/9/2025 35 MPH
Mohler Rd. Clear
SB 10:53 12:37
4.A.a
Packet Pg. 267 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 109
Street: Parallel Ave
Limits: Reynolds Ave to E Main St
Date: 10/8/25
Observer: MU
Factors: Clear Weather, Low traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Dirt Lot just NW of Reynolds Ave
85th Percentile: East: 37, West: 34
B. Collision History
Years Covered: 2022-2025
Total Collisions: 2
C. Traffic Factors
Length of Segment: 2,250 lane ft
Lane Configuration: 2 Lane
Street Classification: Local
D. Existing Conditions
Conditions: Low Ped Volume, 34 ft wide, bike lane
Roadway Geometrics: Straight with minor curve toward the West Comments: Low traffic local road that runs parallel to HWY 99. The Western section of Parallel Ave is lined with Houses, the Eastern section is undeveloped, and it is just light industrial/commercial in between.
Parallel Ave is a low trafficked road, but the 25 mph speed limit should be raised to 30 mph to allow for a more efficient flow of traffic.
E. Adjacent Land Use
Residential, commercial, industrial, and undeveloped
Posted Speed Limit: 25 mph
Speed Limit Change: yes
Revised Speed Limit: 30 mph
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 268 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 110
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 X 1 1
44 1
43 1
42 X 1 2
41 X X 2 4
40 4
39 X X 2 6
38 6
37 X 1 7
36 X X 2 9
35 9
34 X . 1 10
33 X X X 3 13
32 13
31 X X 2 15
30 X X X X X 5 20
29 X X 2 22
28 X X X 3 25
27 X 1 26
26 X X X 3 29
25 X X X 3 32
24 X 1 33
23 33
22 33
21 X X 2 35
20 X 1 36
19 36
18 X 1 37
17 37
16 37
15 37
37 10/8/2025 25
Parallel Ave. Clear
EB 10:25 12:25
Number of Vehicles:
85th Percentile Vehicle Number: 31
85th Percentile Speed: 37 MPH
4.A.a
Packet Pg. 269 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 111
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 X 1 1
41 1
40 1
39 1
38 X 1 2
37 2
36 2
35 X X X 3 5
34 X . 1 6
33 6
32 X X 2 8
31 X X X 3 11
30 X 1 12
29 X X 2 14
28 X X X X 4 18
27 X X 2 20
26 X X X X X 5 25
25 X X 2 27
24 27
23 X X 2 29
22 X 1 30
21 30
20 X 1 31
19 X 1 32
18 32
17 32
16 32
15 32
32 10/8/2025 25
Parallel Ave. Clear
WB 10:25 12:25
Number of Vehicles:
85th Percentile Vehicle Number: 27
85th Percentile Speed: 35 MPH
4.A.a
Packet Pg. 270 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 112
Street: N. Ripon Rd
Limits: Milgeo to River
Date: 9/11/25
Observer: MU
Factors: Clear Weather, moderate traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Corner of Boesch and N Ripon Rd
85th Percentile: North: 42, South, 42
B. Collision History
Years Covered: 2022-2025
Total Collisions: 10
C. Traffic Factors
Length of Segment: 5,222 lane ft
Lane Configuration: 2 Lanes
Street Classification: Minor Arterial and Major Collector D. Existing Conditions
Conditions: Moderate Ped Volume, 47 ft wide, bike lane on west side of street Roadway Geometrics: Straight
Comments: N. Ripon Rd is a very busy stretch of road that connects HWY 99 and HWY 120 and a multitude of other busy stretches of road in between including River, Colony, and Milgeo. The land to the East of N.
Ripon Rd is generally undeveloped with only a few homes on farmland. The land that lies to the West of N.
Ripon is mostly residential with a small commercial zone at the River Rd intersection. Despite the high 85th Percentile speeds, the speed limit should remain at 35 mph due to the number of adjacent homes as well as other factors.
E. Adjacent Land Use
Residential, Commercial, and Undeveloped
Posted Speed Limit: 35
Speed Limit Change: No
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 271 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 113
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 X 1 1
57 1
56 1
55 1
54 1
53 1
52 1
51 1
50 1
49 1
48 1
47 1
46 X X X 3 4
45 4
44 X 1 5
43 X 1 6
42 X X X 3 9
41 X X 2 11
40 X X X X X X X 7 18
39 X X X X 4 22
38 X X X X 4 26
37 X X X X X X 6 32
36 X X X X X 5 37
35 X X X X X 5 42
34 X X . 2 44
33 X X X X 4 48
32 X X X 3 51
31 X X 2 53
30 53
29 X X 2 55
28 55
27 55
26 55
25 55
24 55
23 55
22 55
21 55
20 55
19 55
18 55
17 55
16 55
15 55
55 9/11/2025 35
N. Ripon Rd. (Milgeo to River) Clear
NB 11:43 12:15
Number of Vehicles:
85th Percentile Vehicle Number: 47
85th Percentile Speed: 42 MPH
4.A.a
Packet Pg. 272 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 114
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 X X 2 2
49 X 1 3
48 3
47 X 1 4
46 4
45 X X 2 6
44 6
43 X 1 7
42 X X 2 9
41 X 1 10
40 X X 2 12
39 X X X 3 15
38 X X X 3 18
37 X X X X X X X X X 9 27
36 X X X X 4 31
35 X X X X X 5 36
34 X X X X . 4 40
33 X X 2 42
32 X X X 3 45
31 X X X X 4 49
30 X X 2 51
29 X 1 52
28 52
27 52
26 52
25 52
24 52
23 52
22 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
52 9/11/2025 35
N. Ripon Rd. (Milgeo to River) Clear
SB 11:06 11:41
Number of Vehicles:
85th Percentile Vehicle Number: 44
85th Percentile Speed: 42 MPH
4.A.a
Packet Pg. 273 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 115
Street: N Ripon Rd.
Limits: N of River Rd
Date: 9/12/25
Observer: MU
Factors: Clear Weather, moderate traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Clendenin Pkwy intersection
85th Percentile: North: 41 mph, South: 43 mph
B. Collision History
Years Covered: 2022/2025
Total Collisions: 13
C. Traffic Factors
Length of Segment: 1,770 lane ft
Lane Configuration: 2 lanes
Street Classification: Major Collector
D. Existing Conditions
Conditions: Low Ped Volume, 47 ft wide, bike lane on West side of street Roadway Geometrics: straight
Comments: Just as the rest of N. Ripon Rd, the land to the East is mostly farmland with a few homes that are adjacent to the street, while the West side is a residential neighborhood with homes facing it. The speed limit should be kept at 35 mph.
E. Adjacent Land Use
Residential and undeveloped
Posted Speed Limit: 35 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 274 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 116
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 X 1 1
49 1
48 1
47 X 1 2
46 2
45 2
44 X 1 3
43 3
42 X X X 3 6
41 X X X X X 5 11
40 X X X X X 5 16
39 X X X X X X X X X 9 25
38 X X X 3 28
37 X X X X X X 6 34
36 X X X X X 5 39
35 X X X 3 42
34 X X X X . 4 46
33 46
32 X 1 47
31 47
30 X X 2 49
29 X 1 50
28 50
27 50
26 50
25 50
24 50
23 50
22 50
21 50
20 50
19 50
18 50
17 50
16 50
15 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 41 MPH
9/12/2025 35 MPH
N. Ripon Rd. (N. of River Rd.) Clear
NB 9:50 10:36
4.A.a
Packet Pg. 275 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 117
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 X 1 1
47 X X 2 3
46 3
45 X X X 3 6
44 X X 2 8
43 X 1 9
42 X X 2 11
41 X X X X X 5 16
40 X X X X X X 6 22
39 X X 2 24
38 X X X X X 5 29
37 X X 2 31
36 X X X X X 5 36
35 X X X 3 39
34 X X X X X X . 6 45
33 X X X 3 48
32 X X 2 50
31 50
30 X 1 51
29 X 1 52
28 52
27 52
26 52
25 52
24 52
23 52
22 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
Number of Vehicles: 52
85th Percentile Vehicle Number: 44
85th Percentile Speed: 43 MPH
9/12/2025 35 MPH
N. Ripon Rd. (N. of River Rd.) Clear
SB 9:50 10:36
4.A.a
Packet Pg. 276 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 118
Street: West Ripon Rd
Limits: Jack Tone to City Limits
Date: 9/8/25
Observer: MU
Factors: Clear Weather, high traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: S. Highland Intersection
85th Percentile: East: 46 MPH, West: 46 MPH
B. Collision History
Years Covered: 2022-2025
Total Collisions: 9
C. Traffic Factors
Length of Segment: 1,464 lane ft
Lane Configuration: 3 lanes (1 WB lane and 2 EB lanes)
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: Low Ped volume, 67 feet wide, no bike lane
Roadway Geometrics: straight
Comments: High trafficked section of road, especially during the commuting hours due to motorists using Ripon as a cut through to access HWY 99. Outside of city limits, the speed limit for W Ripon Rd is 45 mph and as such, drivers enter the city limits at that speed. Keeping the speed limit at 35 mph gives drivers a chance to slow down as they approach the Jack Tone intersection as well as the adjacent neighborhoods.
E. Adjacent Land Use
Residential
Posted Speed Limit: 35 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 277 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 119
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 X 1 1
52 X 1 2
51 X X 2 4
50 4
49 X X 2 6
48 6
47 X 1 7
46 X X X 3 10
45 X X X X 4 14
44 X X 2 16
43 X X X X X X X 7 23
42 X X X X 4 27
41 X X 2 29
40 X X X X X 5 34
39 X X X X 4 38
38 X 1 39
37 X X X 3 42
36 X X 2 44
35 X 1 45
34 X X X . 3 48
33 X 1 49
32 X X X 3 52
31 52
30 52
29 52
28 52
27 52
26 52
25 52
24 52
23 52
22 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
52 9/8/2025 35 MPH
W. Ripon Rd. (Jack Tone to Highland) Clear
EB 11:03 11:24
Number of Vehicles:
85th Percentile Vehicle Number: 44
85th Percentile Speed: 46 MPH
4.A.a
Packet Pg. 278 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 120
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 X 1 1
52 1
51 X 1 2
50 X 1 3
49 X 1 4
48 X 1 5
47 X X X 3 8
46 X 1 9
45 X X X 3 12
44 X 1 13
43 X X X X X 5 18
42 X X X X 4 22
41 X X X X 4 26
40 X X X X X 5 31
39 X X X X X 5 36
38 X X 2 38
37 X X X X 4 42
36 X X X 3 45
35 X X 2 47
34 X X X X . 4 51
33 X X X 3 54
32 X 1 55
31 55
30 55
29 55
28 55
27 55
26 55
25 55
24 55
23 55
22 55
21 55
20 55
19 55
18 55
17 55
16 55
15 55
55 9/8/2025 35
W. Ripon Rd. (Jack Tone to Highland) Clear
WB 11:58 12:23
Number of Vehicles:
85th Percentile Vehicle Number: 47
4.A.a
Packet Pg. 279 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 121
Street: River Rd
Boundaries: Jack Tone to N Ripon Rd
Date: 9/17/25
Observer: MU
Factors: Clear Weather, Heavy Traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Mistlin Sports Park
85th Percentile: East: 48 mph, West: 47 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 30
C. Traffic Factors
Length of Segment: 5,100 lane ft
Lane Configuration: 2lanes to 6 lanes, median
Street Classification: Principal Arterial
D. Existing Conditions
Conditions: Protected sidewalk and bike lane, 36-90 ft wide, High Ped Volume Roadway Geometrics: Straight
Comments: River Rd is a highly trafficked section of road connecting Jack Tone Rd to N Ripon and beyond.
The adjacent land has a public park, homes, businesses, and a school. None of these are immediately on the road and as such do not prevent the higher speed limit. It is recommended that this speed limit remain.
E. Adjacent Land Use
Residential, Park, School, Commercial
Posted Speed Limit: 45 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 280 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 122
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 X 1 1
57 X 1 2
56 2
55 2
54 2
53 2
52 X 1 3
51 3
50 X X X 3 6
49 X 1 7
48 X X X 3 10
47 X X 2 12
46 X X 2 14
45 X X X X X 5 19
44 X X X 3 22
43 X X X 3 25
42 X X X X X 5 30
41 X X X X X X 6 36
40 X X X 3 39
39 X X X X 4 43
38 X X X X 4 47
37 X 1 48
36 X 1 49
35 X X 2 51
34 . 51
33 51
32 X 1 52
31 52
30 52
29 52
28 52
27 52
26 52
25 52
24 52
23 52
22 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
Number of Vehicles: 52
85th Percentile Vehicle Number: 44
85th Percentile Speed: 48 MPH
9/17/2025 45 MPH
River Rd. Clear
EB 3:43 4:04
4.A.a
Packet Pg. 281 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 123
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 X 1 1
58 1
57 1
56 1
55 X 1 2
54 2
53 2
52 X X 2 4
51 X 1 5
50 X 1 6
49 6
48 X X 2 8
47 X X X 3 11
46 X X 2 13
45 X X X X X X 6 19
44 X X X X X X 6 25
43 X X X X 4 29
42 X X X X X 5 34
41 X X X 3 37
40 X X X X 4 41
39 X X 2 43
38 X X X 3 46
37 X X 2 48
36 X 1 49
35 X 1 50
34 X X . 2 52
33 52
32 52
31 52
30 52
29 52
28 52
27 52
26 52
25 52
24 52
23 52
22 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
Number of Vehicles: 52
85th Percentile Vehicle Number: 44
85th Percentile Speed: 47 MPH
9/17/2025 45 MPH
River Rd. Clear
WB 4:04 4:26
4.A.a
Packet Pg. 282 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 124
Street: Robert Ave.
Limits: W Main St to Doak Blvd
Date: 9/4/25
Observer: MU
Factors: Clear Weather, Moderate Traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Between Elena Dr and Carla Ct
85th Percentile: North: 35 mph, South: 34 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 11
C. Traffic Factors
Length of Segment: 3,369 lane ft
Lane Configuration: 2 lanes
Street Classification: local
D. Existing Conditions
Conditions: Moderate Ped Volume, 40 ft wide, no bike lane Roadway Geometrics: Straight
Comments: Long, straight local street that connects Main St in the North to Doak Blvd in the South. Robert is lined in its entirety by homes. The 30 mph speed limit is effective at moving local and through traffic while also keeping a safe speed for residents living on Robert and as such, should not change.
E. Adjacent Land Use
Residential
Posted Speed Limit: 30 mph
Speed Limit Change: No
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 283 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 125
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 X 1 1
42 1
41 1
40 1
39 1
38 X 1 2
37 X X X 3 5
36 X 1 6
35 X X X X 4 10
34 X X X X X X . 6 16
33 X X X 3 19
32 X X X X 4 23
31 X X 2 25
30 X X X X X X X 7 32
29 X X X X X X 6 38
28 X X X 3 41
27 X X X X X 5 46
26 X X 2 48
25 X 1 49
24 X X 2 51
23 X 1 52
22 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
52 9/4/2025 30 MPH
Robert Ave. Clear
NB 1:14 1:55
Number of Vehicles:
85th Percentile Vehicle Number: 44
85th Percentile Speed: 35 MPH
4.A.a
Packet Pg. 284 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 126
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 X X 2 2
36 X X X X 4 6
35 X X X 3 9
34 X X . 2 11
33 X X 2 13
32 X X X X X X X 7 20
31 X X X 3 23
30 X X X X 4 27
29 X X X X X X X X X 9 36
28 X X X X X X X X 8 44
27 X X X X X X 6 50
26 X X X X X 5 55
25 X X X X X X 6 61
24 X 1 62
23 X 1 63
22 63
21 63
20 63
19 63
18 63
17 63
16 63
15 63
63 9/4/2025 30 MPH
Robert Ave. Clear
SB 4:14 4:44
Number of Vehicles:
85th Percentile Vehicle Number: 54
85th Percentile Speed: 34 MPH
4.A.a
Packet Pg. 285 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 127
Street: Santos Ave
Limits: Fulton Ave to W. Ripon Rd
Date: 9/10/25
Observer: MU
Factors: Clear Weather, low traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Between Carl Ln and Atlantic Ave
85th Percentile: East: 37 mph, West: 34 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 2
C. Traffic Factors
Length of Segment: 2,641 lane ft
Lane Configuration: 2 lanes
Street Classification: local
D. Existing Conditions
Conditions: HIgh Ped volume, 60 ft wide, bike lane
Roadway Geometrics: Mostly straight with minor curve
Comments: Wide local street that is lined to the North and South by homes. Park View Elementary School is a block away which makes Santos a busy crossing during and around school hours. The 35 mph speed limit has been deemed to be safe and efficient for Santos.
E. Adjacent Land Use
Residential
Posted Speed Limit: 35 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 286 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 128
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 X 1 1
38 X 1 2
37 X X X 3 5
36 X X 2 7
35 X X 2 9
34 . 9
33 X 1 10
32 X 1 11
31 X X X X 4 15
30 X X X 3 18
29 X X 2 20
28 X 1 21
27 X X 2 23
26 X X X 3 26
25 X 1 27
24 27
23 X X 2 29
22 29
21 29
20 X 1 30
19 30
18 30
17 30
16 30
15 30
30 9/10/2025 35 MPH
Santos Ave. Clear
EB 9:36 11:36
Number of Vehicles:
85th Percentile Vehicle Number: 26
85th Percentile Speed: 37 MPH
4.A.a
Packet Pg. 287 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 129
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 X 1 1
40 1
39 1
38 X 1 2
37 X 1 3
36 X X 2 5
35 5
34 X X . 2 7
33 X 1 8
32 X X X X X 5 13
31 X X X X X X 6 19
30 X X X X 4 23
29 X X 2 25
28 X X 2 27
27 X X 2 29
26 X 1 30
25 30
24 30
23 X 1 31
22 31
21 31
20 31
19 X 1 32
18 32
17 32
16 32
15 32
32 9/10/2025 35
Santos Ave Clear
WB 9:36 11:36
Number of Vehicles:
85th Percentile Vehicle Number: 27
85th Percentile Speed: 34 MPH
4.A.a
Packet Pg. 288 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 130
Street: Santos Ave
Limits: Hoff to Frontage
Date: 10/15/25
Observer: MU
Factors: Clear Weather, moderate traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Between Hoff Dr and Jack Tone Rd
85th Percentile: East: 36 mph, West: 36 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 25
C. Traffic Factors
Length of Segment: 3,039 lane ft
Lane Configuration: 4 lane and 2 lane
Street Classification: Major Collector and Local
D. Existing Conditions
Conditions: Low Ped Volume, 60-35 ft wide, no bike lane Roadway Geometrics: straight
Comments: Relatively high trafficked road for drivers coming from Frontage Rd into Ripon or vice versa.
Adjacent land is undeveloped to the North and mostly truck stops and industrial to the South. With few pmohedestrians and high traffic, raising the speed limit to 30 mph is deemed a safe and useful increase.
E. Adjacent Land Use
Industrial, Commercial, and Undeveloped
Posted Speed Limit: 25 mph
Speed Limit Change: YES
Revised Speed Limit: 35 mph
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 289 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 131
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 X 1 1
41 1
40 1
39 X 1 2
38 X X X 3 5
37 X X 2 7
36 X X X 3 10
35 X X X X 4 14
34 X . 1 15
33 X X 2 17
32 X X X X 4 21
31 X X 2 23
30 X X 2 25
29 X X X X 4 29
28 X X X X 4 33
27 X 1 34
26 X X X 3 37
25 X X X X X X X 7 44
24 X X X X 4 48
23 X X X 3 51
22 X X X X X X 6 57
21 X X 2 59
20 59
19 59
18 59
17 59
16 59
15 59
Number of Vehicles: 59
85th Percentile Vehicle Number: 50
85th Percentile Speed: 36 MPH
10/15/2025 25 MPH
Santos (Hoff to Frontage) Clear
EB 10:50 11:50
4.A.a
Packet Pg. 290 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 132
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 X 1 1
43 1
42 1
41 X 1 2
40 2
39 2
38 2
37 X 1 3
36 X X X X X 5 8
35 X X X 3 11
34 X X X . 3 14
33 X X X X X X 6 20
32 X X X X 4 24
31 X 1 25
30 X X X 3 28
29 X X X X X X 6 34
28 X X X 3 37
27 X X X X 4 41
26 X X X X 4 45
25 X 1 46
24 X X 2 48
23 X 1 49
22 49
21 49
20 49
19 X 1 50
18 50
17 50
16 50
15 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 36 MPH
10/10/2025 25
Santos (Hoff to Frontage) Clear
WB 10:50 11:58
4.A.a
Packet Pg. 291 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 133
Street: Second St
Limits: S. Stockton Ave to Wilma
Date: 10/5/25
Observer: MU
Factors: Clear Weather, High Traffic
Direction: East/West
A. Prevailing Speed Data
Location of Survey: Between Elm and Locust
85th Percentile: East: 34 mph, West: 33 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 22
C. Traffic Factors
Average Daily Traffic:
Length of Segment: 3,193 lane ft
Lane Configuration: 2 lanes
Street Classification: Major Collector
D. Existing Conditions
Conditions: Moderate Ped Volume, 40 ft wide, no bike lane Roadway Geometrics: Straight
Comments: Local road that connects Stockton Ave to Wilma Ave through residential neighborhoods.
Higher traffic amounts in the afternoon due to commuters cutting through Ripon to get to HWY 99. Homes and churches line Second St to the North and South. Keeping the speed limit at 30 provides a safe and efficient East/West route for cars to get to the Main St. Overcrossing.
E. Adjacent Land Use
Residential, commercial, and Religious
Posted Speed Limit: 30
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 292 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 134
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 X 1 1
40 X 1 2
39 X 1 3
38 3
37 3
36 X 1 4
35 X X X 3 7
34 X X X . 3 10
33 X 1 11
32 X X X X 4 15
31 X X X X X 5 20
30 X X X X X X X X 8 28
29 X X X X X X X 7 35
28 X X 2 37
27 X X X X X X X 7 44
26 X X X X 4 48
25 X X 2 50
24 X 1 51
23 51
22 51
21 51
20 51
19 51
18 51
17 51
16 51
15 51
Number of Vehicles: 51
85th Percentile Vehicle Number: 43
85th Percentile Speed: 34 MPH
10/5/2025 30
2nd St. (Stockton to Wilma) Clear
EB 3:56 4:16
4.A.a
Packet Pg. 293 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 135
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 X 1 1
42 1
41 1
40 1
39 X 1 2
38 2
37 2
36 X X 2 4
35 X X X 3 7
34 X . 1 8
33 X X X X 4 12
32 X X X X X X 6 18
31 X X X X X X X X 8 26
30 X X X X X X 6 32
29 X X X X X 5 37
28 X X X 3 40
27 X X X X X 5 45
26 X X X 3 48
25 X 1 49
24 X X X 3 52
23 X 1 53
22 53
21 X 1 54
20 54
19 54
18 54
17 54
16 54
15 54
Number of Vehicles: 54
85th Percentile Vehicle Number: 46
85th Percentile Speed: 33 MPH
10/5/2025 30
2nd St. (Stockton to Wilma) Clear
WB 4:17 4:34
4.A.a
Packet Pg. 294 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 136
Street: N. Stockton Ave
Limits: Frontage to Milgeo
Date: 9/15/25
Observer: MU
Factors: Clear Weather, Moderate Traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Between Frontage and California
85th Percentile: North: 38 mph, South: 38 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 8
C. Traffic Factors
Length of Segment: 1,848 lane ft
Lane Configuration: 2 lanes
Street Classification: Local
D. Existing Conditions
Conditions: Moderate ped volume, 46 ft wide, bike lanes Roadway Geometrics: Straight
Comments: North Stockton Ave is a high trafficked road that connects Frontage Rd and subsequently HWY 99 to some of the busiest roads in the Northern part of town. The land adjacent to this road is almost entirely residential with cars parked in the bike lane. The speed limit of 35 is deemed safe and efficient.
E. Adjacent Land Use
Residential
Posted Speed Limit: 35 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 295 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 137
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 X 1 1
42 X X 2 3
41 3
40 X X 2 5
39 5
38 X X X X X 5 10
37 X X X 3 13
36 X X X X X 5 18
35 X X X X X X 6 24
34 X X X . 3 27
33 X X X X X X 6 33
32 X X X X X X X 7 40
31 X X X 3 43
30 X X X X X X 6 49
29 X X X 3 52
28 X X 2 54
27 X X 2 56
26 56
25 56
24 56
23 56
22 56
21 56
20 56
19 56
18 56
17 56
16 56
15 56
Number of Vehicles: 56
85th Percentile Vehicle Number: 48
85th Percentile Speed: 38 MPH
9/15/2025 35 MPH
N. Stockton Ave.(Frontage to Milgeo) Clear
NB 11:14 11:42
4.A.a
Packet Pg. 296 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 138
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 X X 2 2
42 2
41 X X X 3 5
40 X 1 6
39 X X 2 8
38 X X 2 10
37 X X X 3 13
36 X X X X X X 6 19
35 X X X X X X X X X 9 28
34 X X X X X . 5 33
33 X X X X 4 37
32 X X X X X 5 42
31 X X X 3 45
30 X X X X X X 6 51
29 X 1 52
28 52
27 52
26 X 1 53
25 53
24 53
23 53
22 53
21 53
20 53
19 53
18 53
17 53
16 53
15 53
Number of Vehicles: 53
85th Percentile Vehicle Number: 45
85th Percentile Speed: 38 MPH
9/15/2025 35 MPH
N. Stockton Ave. (Frontage to Milgeo) Clear
SB 11:14 11:51
4.A.a
Packet Pg. 297 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 139
Street: South Stockton Ave
Limits: Main St. Overcrossing to Doak
Date:9/23/25
Observer: MU
Factors: Clear Weather, high traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: Between Fifth and Doak
85th Percentile: North: 37 mph, South: 39 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 9
C. Traffic Factors
Length of Segment: 2,737 lane ft
Lane Configuration: 2-4 lanes with median
Street Classification : Minor Arterial
D. Existing Conditions
Conditions: Low ped volume, 42 ft wide, no bike lane
Roadway Geometrics: straight
Comments: South Stockton Ave is a street heavily lined with industrial or commercial buildings. Because of this, S. Stockton Ave experiences higher numbers of heavy truck traffic. Alongside the denser truck traffic, S. Stockton connects Doak Blvd with Main St, Second St, and the Main St Overcrossing. There are a small number of homes and residential streets connecting with S. Stockton Ave. The established speed limit of 35 mph is deemed safe and efficient, therefore no change in is necessary.
E. Adjacent Land Use
Industrial, Commercial, and Residential
Posted Speed Limit: 35
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 298 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 140
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 X X 2 2
39 X 1 3
38 X X X 3 6
37 X X X 3 9
36 X X X X X X 6 15
35 X X X X X X 6 21
34 X X X X X . 5 26
33 X X 2 28
32 X X X X X X 6 34
31 X X X X 4 38
30 X X 2 40
29 X X X X 4 44
28 X X 2 46
27 X X X 3 49
26 49
25 X 1 50
24 50
23 50
22 50
21 50
20 50
19 50
18 50
17 50
16 50
15 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 37 MPH
9/23/2025 35 MPH
S. Stockton Ave. Clear
NB 10:47 11:10
4.A.a
Packet Pg. 299 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 141
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 X 1 1
44 1
43 X 1 2
42 X X 2 4
41 4
40 X X X 3 7
39 X X 2 9
38 X X 2 11
37 X X X X X X 6 17
36 X X X X X X X 7 24
35 X X X X X 5 29
34 X X X X X . 5 34
33 X X X X 4 38
32 X X X X 4 42
31 X X 2 44
30 X X X 3 47
29 X 1 48
28 48
27 48
26 X 1 49
25 49
24 49
23 49
22 X 1 50
21 50
20 50
19 50
18 50
17 50
16 50
15 50
Number of Vehicles: 50
85th Percentile Vehicle Number: 43
85th Percentile Speed: 39 MPH
9/26/2025 35 MPH
S. Stockton Ave. Clear
SB 10:47 11:38
4.A.a
Packet Pg. 300 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 142
Street: N Wilma Ave
Limits: W Main St to Wilma Roundabout
Date: 10/24/25
Observer: MU
Factors: Clear Weather, Moderate Traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: At Hughes Lane
85th Percentile: North: 34, South: 35
B. Collision History
Years Covered: 2022-2025
Total Collisions: 25
C. Traffic Factors
Length of Segment: 1,673 lane ft
Lane Configuration: 4 lanes to 3 lanes
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: High Ped Volume, 55 ft wide, bike lane
Roadway Geometrics: straight
Comments: An extremely busy stretch of road that connects the Fulton Overcrossing/Wilma Roundabout to W Main St and beyond. There are dozens of driveways that are highly trafficked including the 3 busy business parks, city hall, and the Ripon Christian tennis courts. Due to the number of safety concerns as well as the proximity to the soon to be finished Ripon Christian tennis courts, it is recommended to keep the speed of N Wilma Ave 30 mph.
E. Adjacent Land Use
Commercial, Residential
Posted Speed Limit: 30 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 301 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 143
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 X 1 1
44 1
43 1
42 1
41 1
40 X 1 2
39 2
38 2
37 2
36 X X X 3 5
35 X X 2 7
34 X X X X X X X . 7 14
33 X X X X X 5 19
32 X X X X X X 6 25
31 X X X X X X X X 8 33
30 X X X X X X 6 39
29 X X X 3 42
28 X 1 43
27 X X X 3 46
26 X X 2 48
25 X X 2 50
24 X X X 3 53
23 53
22 X 1 54
21 X 1 55
20 55
19 55
18 55
17 55
16 55
15 55
Number of Vehicles: 55
85th Percentile Vehicle Number: 47
85th Percentile Speed: 34 MPH
10/24/2025 30 MPH
Wilma Ave (Main to Traffic Circle) Clear
NB 11:15 11:28
4.A.a
Packet Pg. 302 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 144
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 X 1 1
43 1
42 1
41 1
40 1
39 1
38 X X 2 3
37 X X 2 5
36 X X X 3 8
35 X X X X 4 12
34 X . 1 13
33 X X X X X 5 18
32 X X X X X X X X X 9 27
31 X X X X X X X 7 34
30 X X X X X X X X 8 42
29 X X X X X X 6 48
28 X X X X 4 52
27 52
26 52
25 X X 2 54
24 X 1 55
23 55
22 X 1 56
21 56
20 56
19 56
18 56
17 56
16 56
15 56
Number of Vehicles: 56
85th Percentile Vehicle Number: 48
85th Percentile Speed: 35 MPH
10/24/2025 30 MPH
Wilma Ave (Main to Traffic Circle) Clear
SB 11:05 11:14
4.A.a
Packet Pg. 303 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 145
Street: N Wilma Ave
Limits: Canal Blvd to Fulton OC
Date: 11/19/25
Observer: MU
Factors: Clear Weather, moderate traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: At Access Way
85th Percentile: North: 36 mph, South: 36 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 2
C. Traffic Factors
Average Daily Traffic:
Length of Segment: 655 lane ft
Lane Configuration: 2-4 lanes
Street Classification: Major Collector
D. Existing Conditions
Conditions: Moderate Ped Volume, 60 ft wide, no bike lane Roadway Geometrics: straight, leading into a major curve in the North Comments: The stretch of Wilma Ave that is between Canal and the Roundabout is a short, yet busy stretch of road. The adjacent land is residential, commercial and there is a church. The curve leading to Canal Blvd is significant enough that higher speeds can be hazardous for cars making the turn. To that effect, keeping the speed limit at 30 mph is recommended.
E. Adjacent Land Use
Religious, Residential, Commercial
Posted Speed Limit: 30 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 304 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 146
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 X 1 1
41 1
40 1
39 X X 2 3
38 X X 2 5
37 X 1 6
36 X X X X X X 6 12
35 X X 2 14
34 X X X . 3 17
33 X X X 3 20
32 X X X 3 23
31 X X X X X 5 28
30 X X X X X X X 7 35
29 X X 2 37
28 X X X X X X 6 43
27 X X X X 4 47
26 X X 2 49
25 X X 2 51
24 X 1 52
23 52
22 X 1 53
21 53
20 X 1 54
19 54
18 54
17 54
16 54
15 54
54 11/19/2025 30
Wilma Ave (Canal to Fulton OC) Clear
NB 10:16 10:43
Number of Vehicles:
85th Percentile Vehicle Number: 46
85th Percentile Speed: 36MPH
4.A.a
Packet Pg. 305 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 147
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 X 1 1
39 X X 2 3
38 X 1 4
37 X X X 3 7
36 X X X X X X 6 13
35 X X X X X 5 18
34 X X X X . 4 22
33 X X X 3 25
32 X X X X X X 6 31
31 X X X X 4 35
30 X X X X 4 39
29 X X X X X X 6 45
28 X X X X 4 49
27 X 1 50
26 X X 2 52
25 52
24 52
23 52
22 52
21 52
20 52
19 52
18 52
17 52
16 52
15 52
52 11/19/2025 30
Wilma Ave (Canal to Fulton OC) Clear
10:47 11:10
Number of Vehicles:
85th Percentile Vehicle Number: 44
85th Percentile Speed: 36 MPH
4.A.a
Packet Pg. 306 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 148
Street: Wilma/Fulton Overcrossing
Limits: Wilma Roundabout to Arc Way
Date: 10/24/2025
Observer: MU
Factors: Clear Weather, heavy traffic
Direction: North/South
A. Prevailing Speed Data
Location of Survey: 2022-2025
85th Percentile: North: 41 mph, South: 39 mph
B. Collision History
Years Covered: 2022-2025
Total Collisions: 1
C. Traffic Factors
Length of Segment: 1,522 lane ft
Lane Configuration: 2 lanes
Street Classification: Minor Arterial
D. Existing Conditions
Conditions: Moderate Ped Volume, 37 ft wide, no bike lane Roadway Geometrics: Straight, moderate elevation rise and fall over HWY 99 Comments: A heavily trafficked section of road, the Wilma/Fulton OC is one of the three ways that residents can cross over HWY 99. The 35 mph speed limit is an efficient and safe speed for traffic to flow.
The turnouts on to Arc Way, crosswalk at the roundabout, the dramatic elevation changes, and narrow sidewalk are all justifications to keep the limit where it is.
E. Adjacent Land Use
N/A
Posted Speed Limit: 35 mph
Speed Limit Change: no
Revised Speed Limit:
Approved and Authorized
Kevin Werner, P.E. Date
City Engineer
4.A.a
Packet Pg. 307 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 149
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 X 1 1
48 1
47 X X 2 3
46 3
45 3
44 X X 2 5
43 X X 2 7
42 7
41 X X X X 4 11
40 X X X X 4 15
39 X X X X 4 19
38 X X X X X X X X X 9 28
37 X X X X X X X X X 9 37
36 X X X X X X 6 43
35 X X X X X 5 48
34 X . 1 49
33 X X X 3 52
32 X 1 53
31 53
30 53
29 53
28 53
27 53
26 53
25 53
24 53
23 53
22 53
21 53
20 53
19 53
18 53
17 53
16 53
15 53
Number of Vehicles: 53
85th Percentile Vehicle Number: 45
85th Percentile Speed: 41 MPH
10/24/2025 35 MPH
Wilma Ave. Overcrossing Clear
NB 11:30 11:41
4.A.a
Packet Pg. 308 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 150
Recorder: MU
City of Ripon Date : Posted Speed
Location: Weather:
Direction: Begin Time: End Time:
Number of Vechicles
mph 5 10 15 20 25 Total
Cumalative
Total
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 X 1 1
46 1
45 1
44 X X 2 3
43 3
42 3
41 X X X 3 6
40 X X X 3 9
39 X X X X X 5 14
38 X X X X X X X 7 21
37 X X X X X 5 26
36 X X X X 4 30
35 X X X X X 5 35
34 X X X X X . 5 40
33 X X X X X X 6 46
32 X X 2 48
31 X X X X 4 52
30 X X X 3 55
29 55
28 X 1 56
27 56
26 56
25 X 1 57
24 57
23 57
22 57
21 57
20 57
19 57
18 57
17 57
16 57
15 57
Number of Vehicles: 57
85th Percentile Vehicle Number: 48
85th Percentile Speed: 39 MPH
10/24/2025 35 MPH
Wilma Ave. Overcrossing Clear
SB 11:41 12:03
4.A.a
Packet Pg. 309 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 151
Appendix C: Traffic Data
4.A.a
Packet Pg. 310 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 152
Inc # Type Injury/non injury Date Time Location Place
2309040045 20002 VC Non-injury 09/04/2023 09:12:39 .100 MULHOLAND DR 2305090039 11-82 Non-injury 05/09/2023 09:52:01 .100 N ELM AV 2309010015 11-82 Non-injury 09/01/2023 06:03:51 .100 N JACKTONE RD 2401130084 11-82 Non-injury 01/13/2024 17:08:46 .100 N MANLEY RD 2404300007 11-82 Non-injury 04/30/2024 00:56:38 .100 N STOCKTON AV 2407230092 20002 VC Non-injury 07/23/2024 19:10:10 .100 N STOCKTON AV 2306150105 11-82 Non-injury 06/15/2023 15:00:01 .100 N WILMA AV 2211050047 11-82 Non-injury 11/05/2022 11:47:53 .100 N WILMA AV 2206020044 11-82 Non-injury 06/02/2022 15:21:31 .100 N WILMA AV 2210210030 11-82 Non-injury 10/21/2022 08:16:28 .100 N WILMA AV 2402030116 11-82 Non-injury 02/03/2024 19:26:18 .100 N WILMA AV 2412120096 20002 VC Non-injury 12/12/2024 16:58:06 .100 N WILMA AV 2208110027 11-82 Non-injury 08/11/2022 08:33:30 .100 ORANGE AV 2212200123 20002 VC Non-injury 12/20/2022 17:05:57 .100 PARALLEL AV 2212160071 11-82 Non-injury 12/16/2022 13:56:03 .100 S JACK TONE RD 2302100077 11-82 Non-injury 02/10/2023 11:37:04 .100 S JACK TONE RD 2409030029 11-82 Non-injury 09/03/2024 07:57:06 .100 S ROXIE DR 2302240129 20002 VC Non-injury 02/24/2023 20:43:36 .100 VERA AV 2209230133 20002 VC Non-injury 09/23/2022 15:54:50 .100 W FIRST ST 2403080129 11-82 Non-injury 03/08/2024 14:04:51 .100 W MAIN ST 2309100020 20002 VC Non-injury 09/10/2023 07:14:52 .100 W RIVER RD 2212040051 11-82 Non-injury 12/04/2022 15:37:19 .1100 COLONY RD 2209180080 11-82 Non-injury 09/18/2022 16:28:30 .1100 S JACK TONE RD 2402240081 11-81 injury 02/24/2024 15:09:30 .1100 VERA AV 2410070156 11-81 injury 10/07/2024 17:44:32 .1200 CANAL BL 2306240012 11-83 Non-injury 06/24/2023 01:46:11 .1200 GRANGE WY 2206190049 11-83 Non-injury 06/19/2022 22:54:41 .1300 DOAK BL 2403140098 11-82 Non-injury 03/14/2024 14:44:14 .1300 MOHLER RD 2405190099 11-83 Non-injury 05/19/2024 21:37:54 .1300 W COLONY RD 2401250025 11-82 Non-injury 01/25/2024 06:40:12 .1300 W RIVER RD 2307150108 11-82 Non-injury 07/15/2023 14:25:55 .1400 COLONY RD 2305150090 11-82 Non-injury 05/15/2023 13:36:59 .1400 ELENA DR 2304070068 11-82 Non-injury 04/07/2023 11:50:06 .1400 N JACK TONE RD 2412120116 20002 VC Non-injury 12/12/2024 19:40:00 .1400 N RIPON RD 2209190089 11-82 Non-injury 09/19/2022 16:34:30 .1400 W COLONY RD 2301230110 11-82 Non-injury 01/23/2023 17:57:22 .1400 W COLONY RD 2404030044 11-82 Non-injury 04/03/2024 09:28:46 .1400 W COLONY RD 2211070123 11-82 Non-injury 11/07/2022 21:30:41 .1400 W COLONY RD 2402170070 20002 VC Non-injury 02/17/2024 12:45:45 .1400 W COLONY RD 2502270178 11-82 Non-injury 02/27/2025 17:59:59 .1400 W COLONY RD 2506040131 11-82 Non-injury 06/04/2025 18:36:32 .1400 W COLONY RD 2410210141 11-81 injury 10/21/2024 17:39:42 .1400 W COLONY RD 2506110147 20002 VC Non-injury 06/11/2025 18:37:41 .1500 HOFF DR 2410130027 11-82 Non-injury 10/13/2024 07:21:22 .1500 N JACKTONE RD 2305090102 11-82 Non-injury 05/09/2023 17:40:27 .1500 N JACKTONE RD
4.A.a
Packet Pg. 311 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 153
2310090070 11-82 Non-injury 10/09/2023 15:16:00 .1500 N RIPON RD 2307050068 20002 VC Non-injury 07/05/2023 12:42:12 .1500 W COLONY RD 2206270027 11-82 Non-injury 06/27/2022 12:06:56 .1500 W COLONY RD 2411200102 11-82 Non-injury 11/20/2024 17:45:50 .1500 W COLONY RD 2504100113 11-82 Non-injury 04/10/2025 12:57:52 .1500 W COLONY RD 2507180215 11-82 Non-injury 07/18/2025 21:26:38 .1500 W COLONY RD 2212230094 11-82 Non-injury 12/23/2022 18:55:48 .1500 W MAIN ST 2503310066 11-82 Non-injury 03/31/2025 11:28:17 .1500 W SANTOS AV 2404280088 11-82 Non-injury 04/28/2024 18:27:13 .1500 W SANTOS AV 2209040073 11-82 Non-injury 09/04/2022 14:24:02 .1600 AUDREY LN 2403150103 11-82 Non-injury 03/15/2024 15:56:03 .1600 BAILEY DR 2508010125 20002 VC Non-injury 08/01/2025 17:03:50 .1600 N JACKTONE RD 2402230093 20002 VC Non-injury 02/23/2024 13:43:52 .1600 N RIPON RD 2401300188 11-83 Non-injury 01/30/2024 23:12:34 .1600 N RIPON RD 2407010057 11-83 Non-injury 07/01/2024 12:38:03 .1600 N RIPON RD 2409170101 11-82 Non-injury 09/17/2024 13:25:26 .1600 W SANTOS AV 2410250120 11-82 Non-injury 10/25/2024 16:56:49 .1600 W SANTOS AV 2504250135 11-82 Non-injury 04/25/2025 16:34:27 .1600 W SANTOS AV 2305060076 11-82 Non-injury 05/06/2023 16:51:59 .1600 W SANTOS RD 2308090032 20002 VC Non-injury 08/09/2023 08:30:31 .1700 DANIEL DR 2505080009 11-82 Non-injury 05/08/2025 03:05:11 .1700 N JACK TONE RD 2304190005 11-83 Non-injury 04/19/2023 02:12:33 .1800 DOAK BL 2504140107 11-83 injury 04/14/2025 16:09:31 .200 E FRONTAGE RD 2209090046 20002 VC Non-injury 09/09/2022 06:21:30 .200 MAPLE AV 2303120068 11-82 Non-injury 03/12/2023 16:52:54 .200 ROBERT AV 2307090103 11-83 Non-injury 07/09/2023 15:58:02 .200 RUESS RD 2308180111 11-82 Non-injury 08/18/2023 15:17:54 .200 S ACACIA AV 2507220088 20002 VC Non-injury 07/22/2025 14:35:42 .200 S WILMA AV 2306090096 11-82 Non-injury 06/09/2023 14:57:50 .200 W MAIN ST 2209250026 11-82 Non-injury 09/25/2022 08:43:31 .200 W SANTOS AV 2304100087 11-82 Non-injury 04/10/2023 13:00:32 .300 E MAIN ST 2503140118 11-83 Non-injury 03/14/2025 15:22:58 .300 E MAIN ST 2409240086 11-82 Non-injury 09/24/2024 13:56:36 .300 E MAIN ST 2311080026 11-83 Non-injury 11/08/2023 05:55:47 .300 MULHOLAND DR 2502010105 20002 VC Non-injury 02/01/2025 13:40:39 .300 MULHOLAND DR 2312190075 11-82 Non-injury 12/19/2023 14:10:12 .300 N ACACIA AV 2209060071 11-82 Non-injury 09/06/2022 13:52:54 .300 N ACACIA AV 2407050051 11-81 injury 07/05/2024 11:22:17 .300 N MANLEY RD 2502250153 11-83 Non-injury 02/25/2025 16:48:22 .300 SECOND ST 2412140079 11-83 Non-injury 12/14/2024 12:36:51 .300 W MAIN 2308210041 11-82 Non-injury 08/21/2023 09:20:55 .300 W SHASTA AV 2212020115 20002 VC Non-injury 12/02/2022 19:23:14 .400 E FRONTAGE RD 2503280046 11-82 Non-injury 03/28/2025 08:53:22 .400 E MAIN ST 2306190059 11-83 injury 06/19/2023 13:41:10 .400 E MILGEO AV 2212020056 20002 VC Non-injury 12/02/2022 11:02:56 .400 INDUSTRIAL AV 2308010012 11-80 injury 08/01/2023 03:11:44 .400 KEY AV
4.A.a
Packet Pg. 312 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 154
2404180092 11-82 Non-injury 04/18/2024 15:19:24 .400 MAPLE AV 2504140113 11-83 injury 04/14/2025 18:04:08 .400 MAPLE AV 2210220064 11-82 Non-injury 10/22/2022 11:13:04 .400 PALM AV 2310260086 20002 VC Non-injury 10/26/2023 14:09:05 .400 PINE ST 2212180027 20002 VC Non-injury 12/18/2022 08:54:12 .400 RIPONA AV 2306250080 11-82 Non-injury 06/25/2023 18:19:18 .500 KEY AV 2408030060 20002 VC Non-injury 08/03/2024 13:41:33 .500 KEY AV 2401300130 11-82 Non-injury 01/30/2024 15:06:12 .500 N WILMA AV 2207030109 20002 VC Non-injury 07/03/2022 22:12:28 .500 PECAN DR 2505110147 20002 VC Non-injury 05/11/2025 19:42:42 .500 ROBERT AV 2412070056 20002 VC Non-injury 12/07/2024 11:52:31 .500 S JACKTONE RD 2502280110 11-82 Non-injury 02/28/2025 14:08:11 .500 S LOCUST AV 230524015611-82 Non-injury 05/24/2023 18:44:34 .500 W COLONY RD 2208100134 20002 VC Non-injury 08/10/2022 19:21:27 .600 AMETHYST DR 2211100028 11-83 injury 11/10/2022 07:42:09 .600 E FRONTAGE RD 2311130101 20002 VC Non-injury 11/13/2023 15:02:54 .600 JOHN ROOS DR 2208220068 11-82 Non-injury 08/22/2022 13:31:45 .600 MULHOLAND DR 2502130058 11-83 Non-injury 02/13/2025 08:19:18 .600 N ACACIA AV 2210240123 11-83 injury 10/24/2022 21:23:07 .600 PECAN DR 2401250147 11-81 injury 01/25/2024 17:57:55 .600 RIPONA AV 2401250148 11-81 injury 01/25/2024 18:00:20 .600 RIPONA AV 2503070074 11-82 Non-injury 03/07/2025 11:15:42 .600 W BOESCH DR 2208160134 20002 VC Non-injury 08/16/2022 20:43:18 .700 DOAK BL 2309040061 11-82 Non-injury 09/04/2023 13:31:11 .700 N JACKTONE RD 2409250038 11-81 injury 09/25/2024 08:07:40 .700 N STOCKTON AV 2502210052 11-81 injury 02/21/2025 08:02:51 .700 N STOCKTON AV 2206110042 20002 VC Non-injury 06/11/2022 21:03:27 .700 REYNOLDS AV 2403160040 20002 VC Non-injury 03/16/2024 09:45:42 .700 RIDGE AV- ALLEY 2302080117 11-82 Non-injury 02/08/2023 21:58:26 .700 RIPONA AV 2208080083 20002 VC Non-injury 08/08/2022 11:44:18 .700 SECOND ST 2206070035 11-82 Non-injury 06/07/2022 17:13:12 .700 W MAIN ST 2302200059 11-82 Non-injury 02/20/2023 14:42:58 .800 AZALEA ST 2410250153 11-80 injury 10/25/2024 21:27:43 .800 JOHN ROOS AV 2302220056 11-82Non-injury 02/22/2023 11:06:59 .800 N JACKTONE RD 2206280079 11-81 injury 06/28/2022 21:40:29 .800 N JACKTONE RD 2301240042 11-82 Non-injury 01/24/2023 08:57:35 .800 ROBERT AV 2307310109 11-82 Non-injury 07/31/2023 18:43:04 .800 RUESS RD 2409190103 20002 VC Non-injury 09/19/2024 15:51:26 .800 S WILMA AV 2402240117 11-82 Non-injury 02/24/2024 19:24:29 .800 W FOURTH ST 2409110140 11-83 Non-injury 09/11/2024 16:12:20 .900 E FRONTAGE RD 240905011911-82 Non-injury 09/05/2024 17:58:40 .900 LYNN CT 2312060168 11-82 Non-injury 12/06/2023 21:37:04 .900 TORNELL DR 2402020037 11-83 Non-injury 02/02/2024 08:00:44 .900 TORNELL DR 2306130100 11-81 injury 06/13/2023 14:48:53 1010 SECOND ST 2308190120 11-82 Non-injury 08/19/2023 17:26:00 1018 MANOR DR 2304250063 20002 VC Non-injury 04/25/2023 13:09:23 1148 VERA AV
4.A.a
Packet Pg. 313 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 155
2406150114 11-82 Non-injury 06/15/2024 20:05:39 1151 E FRONTAGE RD 2507170040 11-82 Non-injury 07/17/2025 07:58:34 1196 DOAK BL 2207150077 11-83 Non-injury 07/15/2022 13:36:34 130 SECOND ST 2307050100 20002 VC Non-injury 07/05/2023 15:57:43 133 THIRD ST 2301120115 11-82 Non-injury 01/12/2023 17:20:08 ARC WY/FULTON AV 2307250134 11-83 Non-injury 07/25/2023 19:56:19 ARC WY/MILGEO AV 2404080102 11-83 injury 04/08/2024 17:13:10 ARC WY/MILGEO AV 2310050082 11-82 Non-injury 10/05/2023 13:23:06 BRADY LN/COLONY 2408280113 11-83 Non-injury 08/28/2024 15:10:08 BRADY LN/COLONY 2404220042 11-82 Non-injury 04/22/2024 11:09:24 CALIFORNIA ST/STOCKTON AV
2307060134 20002 VC Non-injury 07/06/2023 20:02:23 CANAL BL/AMETHYST 2403100081 11-83 Non-injury 03/10/2024 16:17:22 DOAK BL/ROBERT RD 2309270024 20002 VC Non-injury 09/27/2023 06:42:33 DOAK BL/VERA AV 2304280167 11-82 Non-injury 04/28/2023 21:27:45 DOAK/HIGHLAND 2206070025 11-82 Non-injury 06/07/2022 14:16:34 E FRONTAGE RD/STOCKTON AV
2206190011 11-83 Non-injury 06/19/2022 09:19:52 E MAIN ST/FRONTAGE RD 2303040108 11-82 Non-injury 03/04/2023 17:42:15 E MAIN ST/FRONTAGE RD 2410090034 11-82 Non-injury 10/09/2024 07:57:47 E MAIN ST/FRONTAGE RD 2301260034 20002 VC Non-injury 01/26/2023 08:02:25 E MAIN ST/OAK AV 2407130125 11-82 Non-injury 07/13/2024 16:56:14 E MAIN ST/OAK AV 2208220027 11-82 Non-injury 08/22/2022 07:47:39 E MAIN ST/OVERCROSS 2210130133 11-82 Non-injury 10/13/2022 19:10:06 E MAIN ST/OVERCROSS 2303270025 11-83 Non-injury 03/27/2023 08:05:18 E MAIN ST/OVERCROSS 2305210073 11-82 Non-injury 05/21/2023 18:26:58 E MAIN ST/OVERCROSS 2310270123 11-82 Non-injury 10/27/2023 16:37:28 E MAIN ST/OVERCROSS 2508100110 11-82 Non-injury 08/10/2025 11:49:26 E MAIN ST/OVERCROSS 2301270088 11-82 Non-injury 01/27/2023 10:46:43 E MAIN ST/PARALLEL AV 2208150096 11-82 Non-injury 08/15/2022 16:24:36 E MILGEO AV/HAWES LN 2306290031 11-83 Non-injury 06/29/2023 08:21:35 E MILGEO AV/JOHN ROOS AV 2311290108 11-83 injury 11/29/2023 20:33:16 E MILGEO AV/MANLEY RD 2301070044 11-82 Non-injury 01/07/2023 12:53:10 FIRST ST/ACACIA AV 2310030036 11-82 Non-injury 10/03/2023 08:23:46 FIRST ST/ELM AV 2212180035 11-82 Non-injury 12/18/2022 11:22:27 FULTON AV/ARC WY 2505280131 11-82 Non-injury 05/28/2025 20:48:35 FULTON AV/ARC WY 2412260092 11-82 Non-injury 12/26/2024 19:00:43 FULTON AV/COLONY RD 2501050111 11-82 Non-injury 01/05/2025 13:13:50 FULTON AV/COLONY RD 2206020042 11-82 Non-injury 06/02/2022 15:13:30 FULTON AV/SHASTA AV 2212030101 11-83 injury 12/03/2022 22:46:42 FULTON AV/SHASTA AV 2212230117 11-82 Non-injury 12/23/2022 22:33:30 FULTON AV/WILMA AV 2312220020 20002 VC Non-injury 12/22/2023 02:17:19 GARRISON WY/MAPLE AV 2402090142 11-82 Non-injury 02/09/2024 18:51:04 GOODWIN DR/COLONY RD 2504020020 11-83 Non-injury 04/02/2025 07:57:13 HARVEST DR/ALMOND CT 2211300048 11-81 Non-injury 11/30/2022 08:50:45 HOFF DR/COLONY RD 2304080033 11-83 Non-injury 04/08/2023 08:33:53 HOFF DR/COLONY RD 2310030057 11-82 Non-injury 10/03/2023 10:36:05 HOFF DR/COLONY RD
4.A.a
Packet Pg. 314 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 156
2303070102 11-82 Non-injury 03/07/2023 15:59:41 HOFF DR/SANTOS AV 2410150056 11-82 Non-injury 10/15/2024 09:35:24 HOFF DR/SANTOS AV 2209020051 20002 VC Non-injury 09/02/2022 09:03:41 INDUSTRIAL AV/E FOURTH ST 2208120112 11-82 injury 08/12/2022 15:39:48 JACKTONE/SANTOS 2211180084 11-82 Non-injury 11/18/2022 15:53:55 JACKTONE/SANTOS 2505060120 11-82 Non-injury 05/06/2025 15:55:21 JACKTONE/SANTOS 2207170080 11-82 Non-injury 07/17/2022 21:12:14 JACKTONE/SANTOS 2507180210 11-83 Non-injury 07/18/2025 20:43:47 KAMPS WY/FRONTAGE RD 2211100104 11-82 Non-injury 11/10/2022 18:01:17 MAIN ST
OVERCROSS/OVERCROSS
2308260164 11-82 Non-injury 08/26/2023 22:36:45 MAIN ST
OVERCROSS/OVERCROSS
2403270010 20002 VC Non-injury 03/27/2024 03:25:50 MAIN ST
OVERCROSS/OVERCROSS
2410280096 11-82 Non-injury 10/28/2024 12:04:06 MAIN ST
OVERCROSS/OVERCROSS
2411040146 11-82 Non-injury 11/04/2024 18:30:35 MAIN ST
OVERCROSS/OVERCROSS
2501210119 20002 VC Non-injury 01/21/2025 16:41:08 MAIN ST
OVERCROSS/OVERCROSS
2208040089 20002 VC Non-injury 08/04/2022 16:39:48 MULHOLAND DR/CAMELIA CT
2207230097 11-82 Non-injury 07/23/2022 13:46:51 N ACACIA AV/MILGEO AV 2502190111 11-83 injury 02/19/2025 12:51:41 N JACKTONE RD/CANAL BL 2206100006 11-82 Non-injury 06/10/2022 06:38:24 N JACKTONE RD/CANAL BL 2209030107 11-82 Non-injury 09/03/2022 18:07:51 N JACKTONE RD/CANAL BL 2306070054 11-82 Non-injury 06/07/2023 09:44:48 N JACKTONE RD/CANAL BL 2306210069 11-82 Non-injury 06/21/2023 12:11:26 N JACKTONE RD/CANAL BL 2410280095 11-82 Non-injury 10/28/2024 12:02:16 N JACKTONE RD/CANAL BL 2411100083 11-82 Non-injury 11/10/2024 12:33:39 N JACKTONE RD/CANAL BL 2304040017 11-82 Non-injury 04/04/2023 06:53:08 N JACKTONE RD/COLONY RD 2311270071 11-82 Non-injury 11/27/2023 13:36:47 N JACKTONE RD/COLONY RD 2311280003 11-82 Non-injury 11/28/2023 01:03:02 N JACKTONE RD/COLONY RD 2401200006 20002 VC Non-injury 01/20/2024 00:47:32 N JACKTONE RD/COLONY RD 2407260056 11-82 Non-injury 07/26/2024 09:32:30 N JACKTONE RD/COLONY RD 2409170167 20002 VC Non-injury 09/17/2024 20:00:19 N JACKTONE RD/COLONY RD 2409230011 11-82 Non-injury 09/23/2024 02:27:44 N JACKTONE RD/COLONY RD 2411280047 20002 VC Non-injury 11/28/2024 15:38:40 N JACKTONE RD/COLONY RD 2501060119 11-82 Non-injury 01/06/2025 17:21:30 N JACKTONE RD/COLONY RD 2508010031 20002 VC Non-injury 08/01/2025 06:02:50 N JACKTONE RD/COLONY RD 2410040177 11-82 Non-injury 10/04/2024 22:03:52 N JACKTONE RD/HARVEST DR
2209010113 11-82 Non-injury 09/01/2022 16:08:59 N JACKTONE RD/MAIN ST 2303240119 11-82 Non-injury 03/24/2023 17:41:38 N JACKTONE RD/MAIN ST 2307210080 11-82 Non-injury 07/21/2023 11:28:57 N JACKTONE RD/MAIN ST 2310300078 11-82 Non-injury 10/30/2023 14:14:51 N JACKTONE RD/MAIN ST 2311070099 11-82 Non-injury 11/07/2023 15:15:07 N JACKTONE RD/MAIN ST 2401110060 11-82 Non-injury 01/11/2024 11:23:51 N JACKTONE RD/MAIN ST 2504150120 11-82 Non-injury 04/15/2025 17:58:51 N JACKTONE RD/MAIN ST 2508090095 11-82 Non-injury 08/09/2025 14:25:29 N JACKTONE RD/MAIN ST 2206120035 11-82 Non-injury 06/12/2022 19:03:18 N JACKTONE RD/OVERCROSS
4.A.a
Packet Pg. 315 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 157
2212050024 11-82 Non-injury 12/05/2022 07:38:20 N JACKTONE RD/OVERCROSS 2302030025 11-82 Non-injury 02/03/2023 05:36:04 N JACKTONE RD/OVERCROSS 2304180113 11-82 Non-injury 04/18/2023 19:04:48 N JACKTONE RD/OVERCROSS 2308070059 20002 VC Non-injury 08/07/2023 10:53:46 N JACKTONE RD/OVERCROSS 2311280002 11-82 Non-injury 11/28/2023 01:00:26 N JACKTONE RD/OVERCROSS 2411210067 11-83 Non-injury 11/21/2024 10:14:24 N JACKTONE RD/OVERCROSS 2410010143 11-82 Non-injury 10/01/2024 16:29:44 N JACKTONE RD/OVERCROSS 2206020047 11-81 injury 06/02/2022 15:58:19 N JACKTONE RD/RIVER RD 2209200073 11-82 Non-injury 09/20/2022 10:18:05 N JACKTONE RD/RIVER RD 2301210096 11-82 Non-injury 01/21/2023 17:57:24 N JACKTONE RD/RIVER RD 2309120028 11-82 Non-injury 09/12/2023 08:19:12 N JACKTONE RD/RIVER RD 2407100135 11-82 Non-injury 07/10/2024 20:08:44 N JACKTONE RD/RIVER RD 2408050125 11-82 Non-injury 08/05/2024 17:00:40 N JACKTONE RD/RIVER RD 2411250123 11-82 Non-injury 11/25/2024 20:33:45 N JACKTONE RD/RIVER RD 2503100144 20002 VC Non-injury 03/10/2025 19:16:05 N JACKTONE RD/RIVER RD 2206260051 11-82 Non-injury 06/26/2022 21:10:34 N JACKTONE RD/SANTOS AV 2209300095 11-82 Non-injury 09/30/2022 15:39:52 N JACKTONE RD/SANTOS AV 2210110155 11-82 Non-injury 10/11/2022 19:54:30 N JACKTONE RD/SANTOS AV 2310270057 11-82 Non-injury 10/27/2023 08:38:37 N JACKTONE RD/SANTOS AV 2311220123 11-82 Non-injury 11/22/2023 17:25:02 N JACKTONE RD/SANTOS AV 2412110134 11-82 Non-injury 12/11/2024 19:44:25 N JACKTONE RD/SANTOS AV 2505010177 11-82 Non-injury 05/01/2025 20:43:32 N JACKTONE RD/SANTOS AV 2305030102 11-82 Non-injury 05/03/2023 14:40:00 N LOCUST AV/MAIN ST 2409220042 11-82 Non-injury 09/22/2024 09:03:08 N MANLEY RD/MAIN ST 2506100004 20002 VC Non-injury 06/10/2025 00:28:42 N MANLEY RD/MAIN ST 2411010134 20002 VC Non-injury 11/01/2024 17:32:28 N MANLEY RD/MILGEO RD 2302010090 11-82 Non-injury 02/01/2023 16:10:51 N RIPON RD/BOESCH DR 2309020075 20002 VC Non-injury 09/02/2023 15:45:55 N RIPON RD/BOESCH DR 2409070061 11-82 injury 09/07/2024 15:33:03 N RIPON RD/BOESCH DR 2206160002 11-82 Non-injury 06/16/2022 01:49:13 N RIPON RD/RIVER RD 2209010174 11-82 Non-injury 09/01/2022 23:20:05 N RIPON RD/RIVER RD 2210290002 11-82 Non-injury 10/29/2022 00:51:37 N RIPON RD/RIVER RD 2211260085 11-80 injury 11/26/2022 20:38:22 N RIPON RD/RIVER RD 2304290018 20002 VC Non-injury 04/29/2023 03:46:07 N RIPON RD/RIVER RD 2309010087 11-82 Non-injury 09/01/2023 13:51:48 N RIPON RD/RIVER RD 2311230014 11-82 Non-injury 11/23/2023 03:15:04 N RIPON RD/RIVER RD 2405120012 11-82 Non-injury 05/12/2024 02:38:11 N RIPON RD/RIVER RD 2405250130 11-80 injury 05/25/2024 23:22:04 N RIPON RD/RIVER RD 2407160017 11-82 Non-injury 07/16/2024 06:17:20 N RIPON RD/RIVER RD 2407180160 11-82 Non-injury 07/18/2024 23:36:31 N RIPON RD/RIVER RD 2408290084 11-82 Non-injury 08/29/2024 11:43:32 N RIPON RD/RIVER RD 2410200169 11-82 Non-injury 10/20/2024 22:10:17 N RIPON RD/RIVER RD 2406150093 20002 VC Non-injury 06/15/2024 16:50:02 N RIPON RD/SANTOS AV 2403300011 20002 VC Non-injury 03/30/2024 00:54:14 N STOCKTON AV/FRONTAGE RD
2303060049 11-82 Non-injury 03/06/2023 08:40:34 N STOCKTON AV/OREGON
4.A.a
Packet Pg. 316 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 158
2211290073 11-82 Non-injury 11/29/2022 14:10:22 N WILMA AV/MAIN ST 2311040078 11-81 injury 11/04/2023 15:04:29 N WILMA AV/MAIN ST 2312180019 11-82 Non-injury 12/18/2023 07:09:37 N WILMA AV/MAIN ST 2402220088 11-82 Non-injury 02/22/2024 14:04:19 N WILMA AV/MAIN ST 2410250044 11-82 Non-injury 10/25/2024 08:19:01 N WILMA AV/MAIN ST 2212210130 11-82 Non-injury 12/21/2022 17:27:17 N WILMA AV/ROUND A BOUT 2501140045 11-82 Non-injury 01/14/2025 10:27:04 N WILMA AV/ROUND A BOUT 2311140102 11-82 Non-injury 11/14/2023 18:10:56 N WILMA AV/WERNER DR 2309160028 20002 VC Non-injury 09/16/2023 05:18:54 NORTH HWY 99/MAIN EXIT 2306270009 20002 VC Non-injury 06/27/2023 01:30:25 NOURSE/E MAIN 2206250020 11-82 Non-injury 06/25/2022 10:24:02 OTIS DR/ACACIA AV 2505140026 11-82 Non-injury 05/14/2025 07:04:51 PALM AV/SECOND ST 2305100131 11-82 Non-injury 05/10/2023 17:11:12 PINE ST/ACACIA AV 2301180061 20002 VC Non-injury 01/18/2023 08:43:22 RIVER/N RIPON 2409170038 11-82 Non-injury 09/17/2024 08:11:55 ROBERT AV/MAIN ST 2409210105 11-82 Non-injury 09/21/2024 15:38:30 ROBERT AV/MAIN ST 2412260075 11-82 Non-injury 12/26/2024 15:41:33 RUESS RD/FOURTH ST 2502110063 11-82 Non-injury 02/11/2025 10:38:53 S ACACIA AV/SECOND ST 2412200126 11-82 Non-injury 12/20/2024 17:56:40 S JACKTONE RD/FOURTH ST 2410310122 11-82 Non-injury 10/31/2024 19:32:47 S JACKTONE RD/MAIN 2507080146 11-82 Non-injury 07/08/2025 18:43:22 S JACKTONE RD/MAIN 2412110121 11-81 injury 12/11/2024 17:18:37 S LOCUST AV/SECOND ST 2403260084 11-82 Non-injury 03/26/2024 13:59:23 S STOCKTON AV/FIFTH ST 2210100100 11-82 Non-injury 10/10/2022 17:37:08 S STOCKTON AV/SECOND ST 2408180090 20002 VC Non-injury 08/18/2024 19:23:14 S STOCKTON AV/SECOND ST 2307140139 11-83 Non-injury 07/14/2023 16:10:20 S STOCKTON AV/W FOURTH ST
2503280110 11-82 Non-injury 03/28/2025 15:28:53 S WILMA AV/FOURTH ST 2507090001 11-82 Non-injury 07/09/2025 00:14:14 S WILMA AV/FOURTH ST 2312270083 11-82 Non-injury 12/27/2023 16:45:00 S WILMA AV/MAIN ST 2410140110 11-82 Non-injury 10/14/2024 16:28:06 SECOND ST/ACACIA AV 2310300029 11-82 Non-injury 10/30/2023 08:17:27 SECOND ST/ELM AV 2408270074 11-82 Non-injury 08/27/2024 12:26:43 SECOND ST/ELM AV 2405100148 11-81 injury 05/10/2024 19:18:35 SECOND ST/LOCUST AV 2210150049 11-82 Non-injury 10/15/2022 10:36:57 SECOND ST/ORANGE AV 2303230176 20002 VC Non-injury 03/23/2023 22:42:28 SECOND ST/PALM AV 2504100163 11-82 Non-injury 04/10/2025 17:13:07 SECOND ST/PALM AV 2310200008 11-82 Non-injury 10/20/2023 01:31:00 SECOND ST/STOCKTON AV 2401180104 11-82 Non-injury 01/18/2024 16:09:59 SECOND ST/STOCKTON AV 2408200117 11-82 Non-injury 08/20/2024 15:54:24 SECOND ST/STOCKTON AV 2505040043 20002 VC Non-injury 05/04/2025 06:42:01 SECOND ST/STOCKTON AV 2409260062 11-82 Non-injury 09/26/2024 11:19:35 SECOND ST/VERA AV 2208310124 11-82 Non-injury 08/31/2022 17:34:53 SECOND ST/WALNUT AV 2506300125 11-81 injury 06/30/2025 19:39:04 SIXTH ST/WILMA AV 2207310045 11-82 Non-injury 07/31/2022 10:56:30 W COLONY RD/BRADY 2212080063 11-82 Non-injury 12/08/2022 08:26:19 W COLONY RD/BRADY
4.A.a
Packet Pg. 317 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 159
2504140101 11-82 Non-injury 04/14/2025 15:22:40 W COLONY RD/BRADY LN 2209230045 20002 VC Non-injury 09/23/2022 08:19:49 W COLONY RD/FULTON AV 2304230067 11-82 Non-injury 04/23/2023 16:13:18 W COLONY RD/FULTON AV 2312310076 11-82 Non-injury 12/31/2023 12:28:18 W COLONY RD/FULTON AV 2504030178 11-81 injury 04/03/2025 20:46:22 W COLONY RD/GOODWIN DR 2206130035 11-82 Non-injury 06/13/2022 15:21:28 W COLONY RD/HOFF 2310180126 11-82 Non-injury 10/18/2023 20:51:15 W COLONY RD/HOFF 2404290069 11-82 Non-injury 04/29/2024 14:28:45 W COLONY RD/HOFF 2501060085 11-82 Non-injury 01/06/2025 13:26:51 W COLONY RD/HOFF 2408050110 11-82 Non-injury 08/05/2024 15:19:06 W COLONY RD/HOFF DR 2409030084 11-82 Non-injury 09/03/2024 14:09:45 W COLONY RD/HOFF DR 2410070054 11-82 Non-injury 10/07/2024 08:33:24 W COLONY RD/HOFF DR 2501260140 11-82 Non-injury 01/26/2025 19:21:58 W COLONY RD/HOFF DR 2305210071 11-82 Non-injury 05/21/2023 18:06:38 W COLONY RD/JACK TONE RD
2407290127 11-82 Non-injury 07/29/2024 18:10:59 W COLONY RD/JACK TONE RD
2504060139 11-82 Non-injury 04/06/2025 20:18:16 W COLONY RD/JACK TONE RD
2505170107 11-82 Non-injury 05/17/2025 11:32:03 W COLONY RD/JACK TONE RD
2505270087 11-82 Non-injury 05/27/2025 13:32:31 W COLONY RD/JACK TONE RD
2209200094 20002 VC Non-injury 09/20/2022 12:24:12 W FOURTH ST/ACACIA AV 2505140092 11-82 Non-injury 05/14/2025 13:35:27 W FOURTH ST/JACK TONE RD 2301210085 11-82 Non-injury 01/21/2023 15:45:39 W FOURTH ST/ORANGE AV 2409080095 11-82 Non-injury 09/08/2024 14:18:12 W FOURTH ST/ROBERT AV 2410070152 11-82 Non-injury 10/07/2024 17:10:11 W FOURTH ST/ROBERT AV 2412150066 11-82 Non-injury 12/15/2024 08:51:47 W FOURTH ST/ROBERT AV 2404030030 11-82 Non-injury 04/03/2024 08:06:35 W FOURTH ST/WALNUT AV 2312140096 11-82 Non-injury 12/14/2023 18:34:39 W FOURTH ST/WILMA AV 2302220066 11-82 Non-injury 02/22/2023 13:20:58 W MAIN ST/ACACIA AV 2304130127 11-82 Non-injury 04/13/2023 18:27:43 W MAIN ST/HIGHLAND AV 2409250139 11-82 Non-injury 09/25/2024 15:59:49 W MAIN ST/HIGHLAND AV 2206200050 11-82 Non-injury 06/20/2022 20:59:32 W MAIN ST/JACK TONE RD 2208050106 11-82 Non-injury 08/05/2022 16:46:11 W MAIN ST/JACK TONE RD 2210310075 11-82 Non-injury 10/31/2022 14:01:15 W MAIN ST/JACK TONE RD 2402270116 11-82 Non-injury 02/27/2024 18:13:42 W MAIN ST/JACK TONE RD 2405100138 11-82 Non-injury 05/10/2024 17:56:37 W MAIN ST/JACK TONE RD 2503130045 11-82 Non-injury 03/13/2025 08:30:55 W MAIN ST/JACK TONE RD 2411060061 11-82 Non-injury 11/06/2024 11:23:28 W MAIN ST/ROBERT AV 2505150153 11-80 injury 05/15/2025 19:22:51 W MAIN ST/ROBERT AV 2401160085 11-82 Non-injury 01/16/2024 14:04:18 W MAIN ST/ROXIE DR 2401300079 11-82 Non-injury 01/30/2024 10:38:22 W MAIN ST/ROXIE DR 2401200093 11-82 Non-injury 01/20/2024 17:40:06 W MAIN ST/STOCKTON AV 2502070173 11-81 injury 02/07/2025 20:20:54 W MAIN ST/VERA AV 2212200114 11-82 Non-injury 12/20/2022 16:08:39 W MAIN ST/WILMA AV 2212300081 11-82 Non-injury 12/30/2022 16:26:53 W MAIN ST/WILMA AV 2301270042 11-82 Non-injury 01/27/2023 07:22:04 W MAIN ST/WILMA AV
4.A.a
Packet Pg. 318 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 160
2303040060 11-82 Non-injury 03/04/2023 10:50:56 W MAIN ST/WILMA AV 2312150044 11-82 Non-injury 12/15/2023 08:29:47 W MAIN ST/WILMA AV 2402230095 11-82 Non-injury 02/23/2024 14:14:59 W MAIN ST/WILMA AV 2408270106 11-82 Non-injury 08/27/2024 17:15:45 W MAIN ST/WILMA AV 2410290097 11-82 Non-injury 10/29/2024 11:26:43 W MAIN ST/WILMA AV 2412260106 11-82 Non-injury 12/26/2024 21:22:59 W MAIN ST/WILMA AV 2407140120 11-82 Non-injury 07/14/2024 22:11:57 W MAIN/JACKTONE 2311030100 11-82 Non-injury 11/03/2023 15:17:58 W MAIN/ROXIE 2210200079 11-82 Non-injury 10/20/2022 14:55:31 W MILGEO AV/ACACIA AV 2308090120 20002 VC Non-injury 08/09/2023 18:07:12 W MILGEO AV/ACACIA AV 2311060101 11-82 Non-injury 11/06/2023 16:37:52 W MILGEO AV/ACACIA AV 2210200116 11-82 Non-injury 10/20/2022 19:57:28 W MILGEO AV/ARC WY 2404070098 11-82 Non-injury 04/07/2024 16:48:27 W MILGEO AV/ARC WY 2504070022 11-82 Non-injury 04/07/2025 08:28:28 W MILGEO AV/ARC WY 2401170129 11-82 Non-injury 01/17/2024 17:49:16 W MILGEO AV/RIPON AV 2305100083 11-82 Non-injury 05/10/2023 11:59:40 W RIVER RD/JACK TONE RD 2401090089 11-82 Non-injury 01/09/2024 13:26:56 W RIVER RD/JACK TONE RD 2504170145 11-82 Non-injury 04/17/2025 17:05:35 W RIVER RD/JACK TONE RD 2305280106 20002 VC Non-injury 05/28/2023 22:51:41 W RIVER RD/RIPON RD 2404220012 20002 VC Non-injury 04/22/2024 02:57:56 W RIVER RD/RIPON RD 2208070071 11-82 Non-injury 08/07/2022 19:08:58 W RIVER/N JACK TONE 2409110113 11-82 Non-injury 09/11/2024 14:39:46 W SANTOS AV/FRONTAGE RD 2503240024 11-82 Non-injury 03/24/2025 06:59:51 W SANTOS AV/HOFF DR 2207110093 20002 VC Non-injury 07/11/2022 18:05:22 W SANTOS AV/JACK TONE RD 2311160109 11-82 Non-injury 11/16/2023 16:44:36 W SANTOS AV/JACK TONE RD 2402210033 11-82 Non-injury 02/21/2024 08:20:12 W SANTOS AV/JACK TONE RD 2406160069 11-82 Non-injury 06/16/2024 14:55:55 W SANTOS AV/JACK TONE RD 2402220035 11-82 Non-injury 02/22/2024 08:03:25 W SHASTA AV/FULTON AV
4.A.a
Packet Pg. 319 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey) 161
4.A.a
Packet Pg. 320 Attachment: 2025 E&TS Draft (4947 : Engineering and Traffic Survey)