Ripon City Council
March 12, 2024

Ripon City Council Minutes
TUESDAY, MARCH 12, 2024 – 6:00 PM

REGULAR MEETING
CLOSED SESSION AT 5:00 PM
CLOSED SESSION: The closed session meeting was called to order at 5:01 PM.

PUBLIC DISCUSSION ON CLOSED SESSION MATTERS: No one from the public wished to speak at this time.

ROLL CALL: Council Members Michael Restuccia, Gary Barton, Vice Mayor Daniel de Graaf, Mayor Leo Zuber. Absent: Dean Uecker.

OTHERS PRESENT: City Administrator Kevin Werner, City Attorney Tom Terpstra, City Clerk Lisa Roos.

IN THE MATTER OF:
(1) Potential or Pending Litigation pursuant to Section 54956.9(e)(1) of the California Government Code – 3 cases.
(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 to receive updates on pending litigation and labor negotiations. No reportable action was taken.

PLEDGE OF ALLEGIANCE:

The meeting was called to order at 6:00 PM with Mayor Zuber leading in the Pledge of Allegiance to the Flag.

INVOCATION:

Pastor Chris Williams gave the invocation.

City Council Page 2 March 12, 2024
ROLL CALL:

Attendee Name Title Status Arrived
Leo Zuber Mayor Present
Daniel de Graaf Vice Mayor Present
Gary Barton Council Member Present
Dean Uecker Council Member Absent
Michael Restuccia Council Member Present
OTHERS PRESENT:

City Administrator Kevin Werner, City Attorney Tom Terpstra, 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 Hunter Crosby, Rod Wright.

PUBLIC DISCUSSION:

No one from the public wished to speak at this time.

APPROVAL OF MINUTES:

Motion to approve the minutes of the Regular Ripon City Council Meeting of February 13, 2024.

RESULT: ADOPTED [3 TO 0]
MOVER: Gary Barton, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: Zuber, Barton, Restuccia
ABSTAIN: de Graaf
ABSENT: Uecker

1. CITY COUNCIL - REGULAR MEETING - FEB 13, 2024 6:00 PM APPROVAL OF AGENDA AS POSTED (OR AMENDED):

Council Member Restuccia requested Item 1.2C be pulled from the Consent Calendar for discussion.

On behalf of the public, City Clerk Roos read the following public comment received via email. Mr. Brad wished to comment on Item 1.3C La Rue Communications and said that is a lot of money for a repeater that is far away. Mr. Brad said the tower at the fire station or the police station would have met the needs of the department if they had stayed with analog radios. He said the new system will have low voice quality and lack the ability to exchange photos but will still cost more.

City Council Page 3 March 12, 2024
Motion to approve the agenda as amended.

RESULT: ADOPTED AS AMENDED [UNANIMOUS]
MOVER: Michael Restuccia, Council Member
SECONDER: Gary Barton, Council Member
AYES: Zuber, de Graaf, Barton, Restuccia
ABSENT: Uecker

1. CONSENT CALENDAR
Motion to approve the Consent Calendar as amended.

RESULT: ADOPTED AS AMENDED [UNANIMOUS]
MOVER: Daniel de Graaf, Vice Mayor
SECONDER: Michael Restuccia, Council Member
AYES: Zuber, de Graaf, Barton, Restuccia
ABSENT: Uecker

1.1. Income
A. STATE OF CALIFORNIA
Sales Tax
(February 2023 $519,073.58)
FY 2023-24 YTD: $3,110,166
FY 2022-23 YTD: $3,209,789
Highway Users Tax
(January 2023 $31,142.18)
FY 2023-24 YTD: $265,451
FY 2022-23 YTD: $251,277
SB1 Street & Road Tax
(February 2023 $29,260.28)
FY 2023-24 YTD: $263,143
FY 2022-23 YTD: $233,273
$496,986.54
$34,410.25
$39,152.25
TOTAL $570,549.04
B. STATE OF CALIFORNIA
Vehicle License Fee FY 2022-23 Excess Funds
FY 2021-22: $16,378.93
$19,735.13
C. CCATT HOLDINGS
Monthly Acacia Avenue Cell Tower Lease Payment
January 2024
February 2024
$1,271.90
$1,305.31
TOTAL: $2,577.21
D. WASTE MANAGEMENT
Monthly Franchise Fee Payment - January 2024 $1,850.09
City Council Page 4 March 12, 2024
E. CHARTER COMMUNICATIONS
Quarterly Franchise Fee Payment – December 2023 $21,994.08

1.2. Bills, Invoices, Payments
A. LAW OFFICE OF THOMAS H. TERPSTRA
General Matters
Police Matters
Private Development
$4,056.25
$1,430.00
$7,225.00

TOTAL $12,711.25
B. PRICE PAIGE & COMPANY
Audit Services
Final Payment – Invoice #32578 $4,550.00
C. ITEM C WAS MOVED TO ITEMS PULLED FROM CONSENT
D. US BANK
California Statewide Community Development Authority
Water and Wastewater Revenue Bonds Series 2006C $82,911.27 E. US BANK
California Statewide Community Development Authority
Water Revenue Refunding Bonds Series 2012 $16,278.13
F. HARRIS & ASSOCIATES
Proposition 218 Fire Suppression Assessment Study
Progress Payment – Invoice #61677 $7,502.10
G. LDA
Fleet Maintenance Facility Construction Management Services Progress Payment – Invoice #31/622-03-20 $4,199.58
H. DIEDE CONSTRUCTION, INC.

Fleet Maintenance Facility Project
Progress Payment – Invoice #12 $749,496.32
I. STONE CREEK ENVIRONMENTAL CONSULTING
Trash Implementation Plan
Progress Payment - Invoice #02372 $85.00
J. FEHR AND PEERS
East Main Street Traffic Signal Project
Traffic Engineering Services
Progress Payment – Invoice #172329 $1,826.80
City Council Page 5 March 12, 2024
K. BASECAMP ENVIRONMENTAL, INC.

Lower Stanislaus River Multi-Use Trail
Project Environmental Assessment
Progress Payment – Invoice #52367 $1,282.50
South County Water Project
Progress Payment – Invoice #52379 $1,181.25
Ripon Electrical Vehicle (EV) Charging Station
Final Payment – Invoice #52391 $1,371.25
TOTAL $3,835.00

1.3. Miscellaneous Items
A. FLEET MAINTENANCE FACILITY PROJECT
Diede Construction, Inc.

Change Order No. 9
Approve Change Order No. 9 for
electrical additions to power flush
valves and a credit for landscaping
modifications in the not to exceed
amount of $9,940 (funding sources:

Corp Yard AB1600 Fund, Enterprise
Capital Funds, and General Capital
Fund).

B. PROFESSIONAL SERVICES AGREEMENT
Stantec Consulting Services, Inc. Approve and authorize the Mayor to sign the Professional Services
Agreement with Stantec Consulting
Services to evaluate the condition of
Well 9 and the feasibility of installing a
new well at the existing site in the not to
exceed amount of $193,145 (funding
source: Water Enterprise Capital Fund).

C. RADIO TOWER UPGRADES - RIPON PD CHANNEL 1
La Rue Communications Approve and authorize the purchase of radio tower equipment for Channel 1 to
replace the current outdated system in
the not to exceed amount of
$119,304.46 (funding source: General
Department Capital Fund).

D. PROCLAMATION
Ripon High School Present a proclamation to Ripon High
School recognizing its outstanding
athletic accomplishments.

City Council Page 6 March 12, 2024

ITEMS PULLED FROM CONSENT

1.2C : BANK OF STOCKTON
Semi-Annual Retirement Account Administration
Fees for non-PERS employees $56,101.42
Council Member Restuccia wished to recuse himself from the vote because he is a paid elected director for the Bank of Stockton.

Council Member Restuccia left the meeting.

Motion to approve Item 1.2C Bank of Stockton Invoice.

RESULT: ADOPTED AS AMENDED [3 TO 0]
MOVER: Daniel de Graaf, Vice Mayor
SECONDER: Gary Barton, Council Member
AYES: Zuber, de Graaf, Barton
ABSTAIN: Restuccia
ABSENT: Uecker
Council Member Restuccia returned to the meeting.
**END OF CONSENT CALENDAR**

PRESENTATION OF PROCLAMATION
Mayor Zuber presented a proclamation to Rod Wright, Athletic Director for Ripon High School, in recognition for its outstanding athletic accomplishments.

2. PUBLIC HEARINGS
Council will take action on the following items at the conclusion of each Public Hearing.

A. COMMUNITY DEVELOPMENT BLOCK GRANT AND HOME PROGRAMS
Fiscal Year 2024-2025 A public hearing to provide residents the opportunity to hear recommendations on
proposed projects and provide comments
to the City Council.

Recommended Action: Approve the
recommended 2024-2025 CDBG and
HOME Program funding allocations and
direct staff to process the necessary
documentation with San Joaquin County to
facilitate this grant program.

Planning Director Zuidervaart said this is the annual public hearing for allocation of Community Development Block Grant (CDBG) and HOME funds. Staff is City Council Page 7 March 12, 2024
recommending a portion of funds be allocated the Senior Center Interior Rehab Project.

Zuidervaart said staff received project applications for Bethany Home's Meals on Wheels and a few from the County. Staff is recommending funding those requests.

PUBLIC HEARING OPENED
No one from the public wished to speak at this time.

PUBLIC HEARING CLOSED
Mayor Zuber asked for an update on the Senior Center Façade Project. Planning Director Zuidervaart said the Engineering Department is finalizing the specs on the façade improvements and outdoor dining area and it should go out in 2024.

Motion to approve the recommended 2024-2025 CDBG and HOME Programs funding allocations and direct staff to process the necessary documentation with San Joaquin County to facilitate this grant program.

RESULT: ADOPTED [UNANIMOUS]
MOVER: Michael Restuccia, Council Member
SECONDER: Gary Barton, Council Member
AYES: Zuber, de Graaf, Barton, Restuccia
ABSENT: Uecker

3. DISCUSSION ITEMS
A. EAST MAIN STREET TRAFFIC SIGNAL OPERATIONS STUDY
Discussion/No Action Representatives from Fehr & Peers will present the traffic operations study
findings and be available to answer any
questions.

City Administrator Werner said there is traffic signal planned at the East Main Street intersection and the City received a CMAQ grant for $480,000 to help with the cost of construction. He said Fehr & Peers was hired to evaluate the intersection to confirm the need for a traffic signal and advise staff regarding lane configurations and options to help mitigate cut-through traffic.

Werner introduced Albee Wei and said she was here representing Fehr & Peers and would present the completed traffic study and answer questions from Council.

Wei said the purpose of the study was to confirm the need for a traffic signal based on existing and future traffic volume, evaluate intersection lane configuration, recommend changes and consider using traffic signal to mitigate impact from regional cut-through trips.

City Council Page 8 March 12, 2024
Wei said Level of Service (LOS) measures a driver’s experience on the road and at intersections, based on the speed and number of cars using the road. She said the LOS of a road is designated by a letter grade of A (free flow) to F (near gridlock). She said the intersection currently experiences low to moderate delay and queuing during peak AM and PM hours with regional cut-through traffic contributing to these delays.

Wei said they do not anticipate the hotel to significantly contribute to the traffic and the intersection is still rated A to B with the addition of the hotel. She said the traffic signal is warranted based on the high volume but not delay.

Wei said with the addition of a traffic signal and hotel the intersection would operate similarly with low delay during peak hours and would incur about 5-10 seconds of additional delay outside these hours. She said all movements would still operate at LOS D or better.

Wei said with the installation of a traffic signal, lanes would need to be reconfigured and said this can be done within the existing footprint. She said the installation of a traffic signal would provide an opportunity for multi-modal safety improvements such as crosswalk, pedestrian crossing signal, push button & locator tone.

Wei said at build-out volume, the intersection is anticipated to be between LOS D and F and this would warrant a signal for both volume and delay. Wei said Fehr & Peers suggests moving forward with the signal.

Council Member Barton asked for clarification on the proposed left hand turn lanes. Wei said this would provide the opportunity for left hand lanes to go at the same time. Barton asked if there is enough space for this. Wei said there is and it would better align the road.

Barton asked how the eastbound and westbound lanes would be configured. Wei said the eastbound and westbound currently have two approach lanes that are striped as left through lanes and a right lane and they would be restriped as dedicated left turn lanes.

Barton said there are times during the day where people come in from Oak Avenue and the Frontage Road and voiced concern for people making the left turn onto Oak Avenue.

Wei said normally they would recommend the installation of a median but because this is a neighborhood, it could be striped as a keep clear area.

Barton said there is often a backup on East Main going west and it is difficult to turn out of Oak Avenue into the left hand turn lane and asked if the left hand lane could be lengthened to help traffic. Wei said they would need to see if there is room, but the median would then be necessary.

Restuccia said part of the problem is people parking in front of their houses on East Main.

Restuccia said Council is considering installing a traffic signal for what amounts to less than a couple of hours a day for $750,000.

City Council Page 9 March 12, 2024
Restuccia said traffic would backup with a light as opposed to moving regularly, albeit at a stop and go pace. He asked how the signal light is actually going to help traffic. Wei said in the simulation they created, the traffic does backup a bit but they were able to mitigate this with traffic signal timing. She said the signal could also be timed to give cut-through a longer red light.

Restuccia said the majority of traffic is local people who live in the neighborhood.

City Administrator Werner said the signal at Jack Tone has different timing for different times of the day.

Mayor Zuber said there is currently a two-way turn lane on the eastbound lane and asked what this would look like with the installation of a light and if people turning left into Starbucks would have to go further west to make their turn. Wei said no, the striping would be updated.

Barton asked if Fehr & Peers consulted with the Police Department and if that is part of their standard practice. Wei said no, the scope did not include a safety analysis. She asked Chief Sauer if there were any issues they need to know about. Sauer said just the comments Council had made regarding the backup in the morning.

Werner said typically the next step would be proceeding with design, and as the project design progressed, police and fire would then comment any concerns regarding the design.

Werner said this was an informational presentation, and said he has received many questions, as has Council, regarding this intersection and citizens have many of the same concerns and experiences that Council just discussed. Restuccia asked if there is a notice that goes out to the people who live in that area or a public hearing so the public can be informed and voice their concerns.

Werner said staff could set up a workshop for the public to attend.

Planning Director Zuidervaart said most City projects go through one of two processes, the first one is a minor site review, which is completed at staff level, and notices are sent to surrounding jurisdictions including fire and police so they can leave comments. If the Council desires more public input, the project could go through a major site review, which requires review and approval from the Planning Commission, and notices are sent to surrounding residents.

Council thanked Wei for the presentation.

City Council Page 10 March 12, 2024

REPORTS
Department Heads:

Planning Director Zuidervaart said there will be a short Planning Commission meeting in March to hold a public hearing that was noticed regarding the Ripon Reliability Project. He said staff is not prepared to present to the Commission yet, but because the public hearing was noticed, there will be one held.

Director of Public Works Pease said January water usage was down 9% from 2013 numbers and 5% from last year’s numbers. He said staff made 47 contacts but issued no penalties.

Pease said February water usage was down 28% from 2013 numbers and 7% from last year’s numbers. He said staff made 16 contacts but issued no penalties.

Pease said residents will be able to register for the Large Item Pick-Up program in April.

Pease said staff has been in contact with the Army Corp of Engineers and has provided the Corp with everything they need. He said the Corp had a meeting last week with parties that need to provide input. He said he is expecting to hear from the Corp next week.

Pease said he has been in contact with Contech, who would build the necessary structure, and with standard production time, the structure would be completed in September or October. He said he is waiting to hear back regarding an expedited production cost.

City Administrator Werner said he is helping in Engineering at this time. He said Well 19 and the Corp Yard are wrapping up construction. He said there is a cape seal project out to bid right now, a street maintenance project on River Road going out to bid in a couple weeks and the Senior Center Outdoor Seating area should be going out to bid in May 2024.

City Council:

Council Member Restuccia said Ripon First Responder Appreciation day is April 6.

Council Member Barton said he wanted to thank the Chamber of Commerce staff for a wonderful Almond Blossom Festival.

Vice Mayor de Graaf said he wanted to thank everyone for attending the meeting. de Graaf said Almond Blossom was fantastic and gets better every year.

Mayor Zuber said Initiative 21-0042A1 will be on the ballot in November. He said CalCities is asking cities to adopt resolutions in opposition. He said it was approved by the Business Roundtable and is supposed to be a way to let people control special taxes, but upon closer inspection, it actually takes away the City’s ability to work with the citizens regarding tax increase. He said the measure, if passed, is retroactive. He gave the Council a packet of information to read and will look to bring this forward for discussion at a future meeting.

City Council Page 11 March 12, 2024
There being no further business, the meeting was adjourned at 6:52 PM. (Signed) Leo Zuber
Mayor
ATTEST:
(Signed) Lisa Roos
City Clerk
Ripon City Council Minutes
TUESDAY, FEBRUARY 13, 2024 – 6:00 PM

REGULAR MEETING
CLOSED SESSION AT 5:00 PM
CLOSED SESSION: The closed session meeting was called to order at 5:03 PM.

PUBLIC DISCUSSION ON CLOSED SESSION MATTERS: No one from the public wished to speak at this time.

ROLL CALL: Council Members Michael Restuccia, Dean Uecker, Gary Barton, Mayor Leo Zuber. Absent: Vice Mayor Daniel de Graaf.

OTHERS PRESENT: City Administrator Kevin Werner, City Attorney Tom Terpstra via phone, Planning Director Ken Zuidervaart, City Clerk Lisa Roos.

IN THE MATTER OF:
(1) Real Property Negotiations pursuant to Section 54956.7 of the California Government Code - APN: 257-300-20 and 245-180-23
(2) Potential or Pending Litigation pursuant to Section 54956.9(e)(1) of the California Government Code – 3 cases.
(3) Conference with Legal Counsel pursuant to Section 54956.9 (d)(2) of the California Government Code. - CSPA v Eastern SJ Water Authority (#CV-20-1720) Return to open session
City Attorney Terpstra said Council met in closed session to receive updates on real property negotiations and pending litigation and authorized signature for a cost sharing agreement in the CSPA v Eastern SJ Water Authority (#CV-20-1720) case. No further action was taken.

PLEDGE OF ALLEGIANCE:

The meeting was called to order at 6:05 PM with Mayor Zuber leading in the Pledge of Allegiance to the Flag.

INVOCATION:

Pastor Mark Van Dyke gave the invocation.
1 Packet Pg. 12
Minutes Acceptance: Minutes of Feb 13, 2024 6:00 PM (Approval of Minutes) City Council Page 2 February 13, 2024
ROLL CALL:

Attendee Name Title Status Arrived
Leo Zuber Mayor Present
Daniel de Graaf Vice Mayor Absent
Gary Barton Council Member Present
Dean Uecker Council Member Present
Michael Restuccia Council Member Present
OTHERS PRESENT:

City Administrator Kevin Werner, City Attorney Tom Terpstra, Planning Director Ken Zuidervaart, Recreation Director Kye Stevens, Police Chief Daniel Sauer, City Clerk Lisa Roos, Deputy City Clerk Jane Kilgore, Information Systems Technician Alex Arais, Steven Verver, Mark Van Dyke, Ripon Boy Scout Troop 414.

PUBLIC DISCUSSION:

No one from the public wished to speak at this time.

APPROVAL OF MINUTES:

Motion to approve the minutes of the Regular Ripon City Council Meeting of January 9, 2024.

RESULT: ADOPTED [UNANIMOUS]
MOVER: Michael Restuccia, Council Member
SECONDER: Gary Barton, Council Member
AYES: Zuber, Barton, Uecker, Restuccia
ABSENT: de Graaf

1. CITY COUNCIL - REGULAR MEETING - JAN 9, 2024 6:00 PM APPROVAL OF AGENDA AS POSTED (OR AMENDED):

Mayor Zuber requested Item 1.4.K be pulled from the Consent Calendar and tabled until the March 12, 2024 City Council Meeting.

Motion to approve the agenda as amended.

RESULT: ADOPTED AS AMENDED [UNANIMOUS]
MOVER: Gary Barton, Council Member
SECONDER: Michael Restuccia, Council Member
AYES: Zuber, Barton, Uecker, Restuccia
ABSENT: de Graaf
1 Packet Pg. 13
Minutes Acceptance: Minutes of Feb 13, 2024 6:00 PM (Approval of Minutes) City Council Page 3 February 13, 2024

1. CONSENT CALENDAR
Motion to approve the Consent Calendar as amended.

RESULT: ADOPTED AS AMENDED [UNANIMOUS]
MOVER: Michael Restuccia, Council Member
SECONDER: Dean Uecker, Council Member
AYES: Zuber, Barton, Uecker, Restuccia
ABSENT: de Graaf

1.1. Income
A. STATE OF CALIFORNIA
Sales Tax
(January 2023 $281,095.43)
FY 2023-24 YTD: $2,613,179
FY 2022-23 YTD: $2,690,715
Highway Users Tax
(December 2022 $37,448.86)
FY 2023-24 YTD: $231,041
FY 2022-23 YTD: $220,135
SB1 Street & Road Tax
(January 2023 $30,089.67)
FY 2023-24 YTD: $223,991
FY 2022-23 YTD: $204,013
$276,028.75
$31,881.12
$28,816.11
TOTAL $336,725.98
B. CCATT HOLDINGS
Monthly Acacia Avenue Cell Tower Lease Payment
December 2023 $1,271.90
C. WASTE MANAGEMENT
Monthly Franchise Fee Payment
October 2023
December 2023
$3,469.90
$9,904.97

TOTAL $13,374.87
D. BERTOLOTTI DISPOSAL, INC.

Quarterly Franchise Fee Payment – December 2023 $1,344.97 E. GILTON SOLID WASTE MANAGEMENT, INC.

Quarterly Franchise Fee Payment – December 2023 $12,616.38 F. MODESTO IRRIGATION DISTRICT
Annual Franchise Fee Payment - 2023 $145,945.93
1 Packet Pg. 14
Minutes Acceptance: Minutes of Feb 13, 2024 6:00 PM (Approval of Minutes) City Council Page 4 February 13, 2024

1.2. Bills, Invoices, Payments
A. LAW OFFICE OF THOMAS H. TERPSTRA
General Matters
Police Matters
SSJID Groundwater Sustainability Agency
Private Development
$4,351.25
$1,215.00
$3,613.75
$2,868.75

TOTAL $12,048.75
B. PRICE PAIGE & COMPANY
Audit Services
Progress Payment – Invoice #32418 $854.00
C. SOUTH SAN JOAQUIN GROUNDWATER SUSTAINABILITY AGENCY
SSJGSA Expenses
4th Quarter 2023 - Invoice #Ripon 2023Q4 $8,771.06
D. LEAGUE OF CALIFORNIA CITIES MEMBERSHIP
2024 Membership Dues $7,764.00
2024 Membership Dues for
Central Valley Division $157.69
TOTAL: $7,921.69
E. SAN JOAQUIN REGIONAL TRANSIT DISTRICT
Blossom Express Driver
December Invoice #AR113923 $2,157.42
F. STONE CREEK ENGINEERING
122 N. Elm Avenue
3-Plex Project Construction Cost Estimation Services
Invoice # - RIP-2401-01 $2,560.00
G. CALIFORNIA CAD SOLUTIONS, INC.

Geographical Information System Site Development
Invoice #701675 (Funded by LEAP Grant) $2,175.00
H. HARRIS & ASSOCIATES
Proposition 218 Fire Suppression Assessment Study
Progress Payment – Invoice #60841 $4,046.25
I. FEHR AND PEERS
East Main Street Traffic Signal Project
Traffic Engineering Services
Progress Payment – Invoice #171560 $948.75
1 Packet Pg. 15
Minutes Acceptance: Minutes of Feb 13, 2024 6:00 PM (Approval of Minutes) City Council Page 5 February 13, 2024
J. BASECAMP ENVIRONMENTAL, INC.

Lower Stanislaus River Multi-Use Trail
Project Environmental Assessment
Progress Payment – Invoice #52348 $717.50
Ripon Electrical Vehicle (EV) Charging Station
Progress Payment – Invoice #52361 $1,692.50
TOTAL $2,410.00
K. DIEDE CONSTRUCTION, INC.

Fleet Maintenance Facility Project
Progress Payment – Invoice #11 $1,141,870.17
L. LDA
Fleet Maintenance Facility Construction Management Services Progress Payment – Invoice #30/622-03-20 $5,800.00
M. TERRACON CONSULTANTS, INC.

Fleet Maintenance Facility Materials Testing & Inspection Services Progress Payment - Invoice #TK64762 $2,873.00
N. PROVOST & PRITCHARD CONSULTING GROUP
Engineering Services for Water Loss Audit Validation
Progress Payment – Invoice #106482 $15,156.00

1.3. Resolutions
A. RESOLUTION NO. 24-6

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, 2023
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, 2023, prepared by LSL, CPAs.

B. RESOLUTION NO. 24-7

A RESOLUTION OF THE CITY

COUNCIL OF THE CITY OF RIPON

ALLOWING SURVIVING

DEPENDENTS TO CONTINUE

HEALTH AND WELFARE

INSURANCE COVERAGE
This resolution allows surviving
dependents of an employee, retiree, or
current/past Council Member to continue
medical, dental, and vision coverage
under the City plans at the cost of the
surviving dependent and authorize staff
to sign the amendment for Blue Shield
through the Special District Risk
Management Authority.
1 Packet Pg. 16
Minutes Acceptance: Minutes of Feb 13, 2024 6:00 PM (Approval of Minutes) City Council Page 6 February 13, 2024

1.4. Miscellaneous Items
A. QUARTERLY INVESTMENT REPORT REVIEW
October 1, 2023 - December 31, 2023 Accept the City’s quarterly investment report for the period ending December
31, 2023.

B. CLOCK REPAIR
Electric Time Company, Inc. Direct staff to proceed with repairs to the clock at the library in the amount of
$3,188 (funding source: General Fund).

C. FLEET MAINTENANCE FACILITY PROJECT
Diede Construction, Inc.

Change Order No. 8
Approve Change Order No. 8 for
flagpole modifications, electric vehicle
charging station conduit, and a credit for
the removal of skylights from the
contract in the not to exceed amount of
$11,920 (funding sources: Corp Yard
AB1600 Fund, Enterprise Capital
Funds, and General Capital Fund).

D. ASSIGNMENT AND ASSUMPTION - PEREIRA DEVELOPMENT

AGREEMENT
Pereira Residential Development Project Consent to the Assignment and Assumption Agreement allowing JKB
Living, Inc. to purchase the Pereira
Residential Development project and
land from HPG Ripon Development
LLC and Pereira Properties, a California
general partnership, located at 22898 S.

North Ripon Road (APN: 261-210-08)
and authorize the Mayor to sign the
acknowledgement and acceptance by the
City.

E. PEREIRA RESIDENTIAL SUBDIVISION PROJECT
Reimbursement Agreement Approve and authorize the Mayor to sign the Reimbursement Agreement that
provides reimbursement for staff time to
respond to issues related to the Pereira
residential subdivision project located at
22898 S. North Ripon Road.
1 Packet Pg. 17
Minutes Acceptance: Minutes of Feb 13, 2024 6:00 PM (Approval of Minutes) City Council Page 7 February 13, 2024
F. SUPPLEMENTAL LEASE AMENDMENT NO. 3
Department of the Army Approve and authorize the Mayor to sign the Supplemental Lease
Amendment No. 3 with the Department
of the Army for the Lower Stanislaus
River Park (area around the bike
bridge).

G. MEMORANDUM OF UNDERSTANDING
Ripon Arts League Approve and authorize the Mayor to
sign the Memorandum of Understanding
between the City of Ripon and the
Ripon Arts League to administer the
Ripon Poet Laureate program.

H. CONSULTANT SERVICES AGREEMENT
Patrick Clark Consulting Approve and authorize the Mayor to sign the agreement with Patrick Clark
Consulting to represent the City in the
upcoming meet and confer process with
the represented labor organizations.

I. PROFESSIONAL SERVICES AGREEMENT - AMENDMENT NO. 2
LDA Partners Approve and authorize the Mayor to
sign Amendment No. 2 to the
Professional Services Agreement with
LDA Partners to provide additional
design work to comply with South San
Joaquin Irrigation District requirements
for the new Corporation Yard in the not
to exceed amount of $3,075 (funding
sources: Corp Yard AB1600 Fund,
Enterprise Capital Funds, and General
Capital Fund).

J. LICENSE AGREEMENT
Registrar of Voters Approve and authorize the Mayor to
sign the License Agreement with the
San Joaquin County Registrar of Voters
for the installation of a permanent ballot
drop box outside of City Hall.

K. ITEM K WAS MOVED TO ITEMS PULLED FROM CONSENT
1 Packet Pg. 18
Minutes Acceptance: Minutes of Feb 13, 2024 6:00 PM (Approval of Minutes) City Council Page 8 February 13, 2024

ITEMS PULLED FROM CONSENT

1.4K : PROCLAMATION
Ripon High School Present a proclamation to Ripon High
School recognizing its outstanding athletic
accomplishments.

RESULT: TABLED Next: 3/12/2024 6:00 PM
**END OF CONSENT CALENDAR**

REPORTS
Department Heads:

Police Chief Sauer said there is an Area of Responsibility Meeting for Section 1 on February 14, 2024 at 7:00 PM in the Emergency Operations Center at the Police Department.

Recreation Director Stevens gave an update on the Memorandum of Understanding with the Ripon Unified School District for the mutual use of specific facilities. He said there is a provision in the agreement that states if one party causes excessive wear and tear on the other's facilities they have to pay for it. Stevens said the facilities are being used frequently and have not incurred any excessive wear and tear. Stevens said the rain last year was heavy, forcing staff to shut fields down in order to preserve them. He said staff plans to do some renovation on the fields at the Community Center and Stouffer Park.

Planning Director Zuidervaart said the February Planning Commission meeting will be on February 20, 2024 due to the President’s Day holiday.

City Council:

Council Member Restuccia said on behalf of Vice Mayor de Graaf, he wanted to thank everyone for attending the meeting tonight.

Restuccia said Ripon First Responder Appreciation day is April 6, 2024 followed by Chief Bitter's retirement celebration.

Council Member Barton said he is excited for the Almond Blossom Festival and said Kelly Donohue and her team does an outstanding job each year.

Barton said he wanted to recognize the amount of chaos in our Country, but he is grateful for the many people in this town that put their lives on the line to keep us safe.

Mayor Zuber thanked everyone for attending the meeting. 1 Packet Pg. 19
Minutes Acceptance: Minutes of Feb 13, 2024 6:00 PM (Approval of Minutes) City Council Page 9 February 13, 2024
There being no further business, the meeting was adjourned at 6:16 PM. (Signed) Leo Zuber
Mayor
ATTEST:
(Signed) Lisa Roos
City Clerk
1 Packet Pg. 20
Minutes Acceptance: Minutes of Feb 13, 2024 6:00 PM (Approval of Minutes)

1.1.A.a
Packet Pg. 21
Attachment: 2023 - 4th Qtr (4167 : State of California) State Controller's Office
Remittance AdviceHighway Users Tax CitiesClaim Schedule: 2300248 and 2300248AIssue Date: February 01, 2024Fiscal Year: 2023-2024Collection Period: December 24, 2023 - January 23, 2024Description: Streets & Highways Code sections 2103, 2105, 2106, 2107 and 2107.5.For assistance, please contact Heather Bui at 916-323-0740 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 15,977 $10,620.41 $7,843.00 $5,146.61 $10,800.23 $0.00 $0.00 $34,410.25 $0.00 $34,410.25 $265,451.48

1.1.A.b
Packet Pg. 22
Attachment: fy2324_01hwycityra (4167 : State of California) State Controller's Office
Remittance Advice
Road Maintenance and Rehabilitation Account (RMRA) - Cities Claim Schedule: 2300263 and 2300263A
Issue Date: February 22, 2024
Fiscal Year: 2023-2024
Collection Period: January 01, 2024 - January 31, 2024
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 15,977 $39,152.25 $200,654.62
1 of 1

1.1.A.c
Packet Pg. 23
Attachment: rmra_cities_remit_2324_feb23 (4167 : State of California) State Controller's Office blank text blank text blank text Remittance Advice blank text blank text blank text
Allocation of Vehicle License Fees Collection in Excess - Cities blank text blank text Claim Schedule: 2200564 and 2200564A blank text blank text blank text Issue Date: February 23, 2024 blank text blank text blank text Fiscal Year: 2022-2023 blank text blank text blank text Collection Period: July 16, 2022 - July 15, 2023 blank text blank text blank text Description: Revenue and Taxation Code section 11001.5(b). To be deposited in the county/city general fund. Total amount to be allocated to counties and cities: $81,822,297.11 blank text More information at http://www.sco.ca.gov/ard_local_apportionments.html blank text For assistance, please contact Mike Silvera at 916-323-0704 or at [email protected]. blank text blank text blank text blank text blank text
County Population Payment Amount Year To Date
Ripon City Treasurer 15,977 $19,735.13 $19,735.13
1 of 1

1.1.B.a
Packet Pg. 24
Attachment: vlcollexcessscitieseftremit_2223_feb24 (4168 : State of California-Vehicle License Fee Collection in Excess)

1.1.C.a
Packet Pg. 25
Attachment: CCATT - January (4170 : CCATT Holdings)

1.1.C.b
Packet Pg. 26
Attachment: CCATT - February (4170 : CCATT Holdings)

1.1.D.a
Packet Pg. 27
Attachment: Waste Management (4169 : Waste Management)

1.1.D.a
Packet Pg. 28
Attachment: Waste Management (4169 : Waste Management)

1.1.E.a
Packet Pg. 29
Attachment: Charter (4171 : Charter Communications)
Invoice
Date
2/25/2024
Invoice #
323
Bill To
City of Ripon - General
Kevin Werner
259 N. Wilma Avenue
Ripon, CA 95366
Law Office of Thomas H. Terpstra
P.O. Box 446
Ripon, CA 95366
Tel: (209) 483-1387
Email: [email protected]
Matter #
1084-003
Total
Date Attorney Description Rate Hours Amount
Review consultant contract, discuss with client,
compare with “standard” contract.
1/25/2024 THT 295.00 368.75 1.25
2/4/2024 THT Further review and comments on consultant contract. 1 295.00 295.00 Review email from consultant re services agreement,
respond to same, review Pererra agreements and
advise client.
2/9/2024 THT 295.00 663.75 2.25
Attend morning staff meeting, agenda review, review
and assist on final agreement with CSPA defendants,
calls to and from Escalon attorney, attend City
Council and closed session meetings.
2/13/2024 THT 295.00 1,548.75 5.25
Discuss golf lease RFP and recommended terms,
follow up on agenda items.
2/14/2024 THT 295.00 221.25 0.75
Work on changes to consulting contract, call to
client, emails to consultant.
2/19/2024 THT 295.00 442.50 1.5
Work on response to PRA request in eminent domain
matter.
2/23/2024 THT 295.00 516.25 1.75
$4,056.25

1.2.A.a
Packet Pg. 30
Attachment: City Invoices - February (4173 : Law Office of Thomas H. Terpstra) Invoice
Date
2/25/2024
Invoice #
324
Bill To
City of Ripon - Police Dept.

Kevin Werner
259 N. Wilma Avenue
Ripon, CA 95366
Law Office of Thomas H. Terpstra
P.O. Box 446
Ripon, CA 95366
Tel: (209) 483-1387
Email: [email protected]
Matter #
1084-004
Total
Date Attorney Description Rate Hours Amount
Review and discuss PRA request in PD case-outline
assignment with THT Jr .
1/24/2024 THT 295.00 590.00 2
Neumiller & Beardslee's Invoice Number 346632
(Paid in full by The Law Office of Thomas H.

Terpstra).
840.00 840.00
$1,430.00

1.2.A.a
Packet Pg. 31
Attachment: City Invoices - February (4173 : Law Office of Thomas H. Terpstra) Invoice
Date
2/25/2024
Invoice #
326
Bill To
City of Ripon - Noosa - Private Development
Kevin Werner
259 N. Wilma Avenue
Ripon, CA 95366
Law Office of Thomas H. Terpstra
P.O. Box 446
Ripon, CA 95366
Tel: (209) 483-1387
Email: [email protected]
Matter #
1084-404
Total
Date Attorney Description Rate Hours Amount
1/24/2024 THT Work on project and advise client regarding same. 425.00 3 1,275.00 1/30/2024 THT Review current draft staff report, draft edits on same. 425.00 2.5 1,062.50 2/4/2024 THT Work on project and advise client regarding same. 425.00 3 1,275.00 2/5/2024 THT Work on project and advise client regarding same. 425.00 4.5 1,912.50 2/9/2024 THT Work on project and advise client regarding same. 425.00 3 1,275.00 2/14/2024 THT Work on project and advise client regarding same. 425.00 1 425.00 $7,225.00

1.2.A.a
Packet Pg. 32
Attachment: City Invoices - February (4173 : Law Office of Thomas H. Terpstra)

PRICE PAIGE & COMPANY
Certified Public Accountants
570 N. Magnolia Avenue, Suite 100
Clovis, CA 9361 I
Phone: (559) 299-9540 Fax: (559) 299-2344
Email: [email protected] Website: www.ppc.cpa
Lisa Roos
City of Ripon
259 N. Wilma Avenue
Ripon, CA 95366
For professional services rendered:

Invoice:

Invoice Date:

Due Date:

Client ID:

Completion of the preparation of the State Controllers Reports for the fiscal year ended June 30, 2023.
.,APPROVED FOR PAYMENT
Approved By:-·---
Account Code: ____ _
Invoice Total
32578
01/31/24
Due upon receipt
RIPON
4,550.00
$5,404.00
Please make checks payable to Price Paige & Company and record your invoice number on the check. A Finance Charge of 1.33% per month will be assessed on all unpaid invoices over 60 days.

1.2.B.a
Packet Pg. 33
Attachment: Price Paige (4137 : Price Paige & Company)
Invoice Date: 2/8/2024
Invoice Number: 2509901
Funds due on 3/15/2024
City of Ripon, California
259 N. Wilma Avenue
Ripon, California 95366
Contact Phone Fax Email
Ms. Lisa Roos (209)-599-2108 (209)-599-2685 [email protected] Account Number: 6711791700
CSCDA WATER 2006 C
Invoice for Debt Service Payment on 4/1/2024
Cusip Maturity
Date
Accrual
Start Date
Accrual End
Date
No. of
Days
Principal Balance Interest
Rate
Interest Principal Premium/
Discount
13077WFS4 10/1/2027 10/1/2023 3/31/2024 180 $1,475,000.00 4.50% $33,187.50 $0.00 13077WFT2 10/1/2032 10/1/2023 3/31/2024 180 $2,250,000.00 4.50% $50,625.00 $0.00 $3,725,000.00 $83,812.50 $0.00
Interest Due: $83,812.50
Principal Deposit Due:

Credits: ($901.23)
Net Due: $82,911.27

PAYMENT SUMMARY
Total Interest Due: $83,812.50
Total Credits: ($901.23)
TOTAL DUE 3/15/2024 $82,911.27
Notes

WIRING INSTRUCTIONS
US Bank must receive funds prior to 10:30 A.M. CST to
ensure DTCC receives funds prior to their same day settlement deadline of 2:00 P.M. CST. Any payments received by DTCC after the 2:00 P.M. deadline will be allocated the next day.

ABA: 091000022
BBK: U.S. Bank N.A.

A/C: 180121167365
BNF: U.S. Bank Trust N.A.

OBI: 3010754

1.2.D.a
Packet Pg. 34
Attachment: US Bank - 2006 Bonds 4-1-24 Debt Service Invoice (4159 : US Bank - Water and Wastewater Revenue Bonds Series 2006C) Page
2 of 2
U.S. BANK CONTACTS
Prod Ops
Analyst
Blanca Canizales Email: [email protected] Phone: 213.615.6077 3010754

1.2.D.a
Packet Pg. 35
Attachment: US Bank - 2006 Bonds 4-1-24 Debt Service Invoice (4159 : US Bank - Water and Wastewater Revenue Bonds Series 2006C) Invoice Date: 2/14/2024
Invoice Number: 2513975
Funds due on 4/1/2024
City of Ripon, California
259 N. Wilma Avenue
Ripon, California 95366
Contact Phone Fax Email
Ms. Lisa Roos (209)-599-2108 (209)-599-2685 [email protected] Account Number: 6712004400

CITY OF RIPON
Invoice for Debt Service Payment on 4/1/2024
Cusip Maturity
Date
Accrual
Start Date
Accrual End
Date
No. of
Days
Principal Balance Interest
Rate
Interest Principal Premium/
Discount
767530AM0 10/1/2024 10/1/2023 3/31/2024 180 $245,000.00 3.00% $3,675.00 $0.00 767530AN8 10/1/2025 10/1/2023 3/31/2024 180 $250,000.00 3.125% $3,906.25 $0.00 767530AP3 10/1/2026 10/1/2023 3/31/2024 180 $260,000.00 3.25% $4,225.00 $0.00 767530AQ1 10/1/2027 10/1/2023 3/31/2024 180 $265,000.00 3.375% $4,471.88 $0.00 $1,020,000.00 $16,278.13 $0.00
Interest Due: $16,278.13
Principal Deposit Due:

Net Due: $16,278.13

PAYMENT SUMMARY
Total Interest Due: $16,278.13
TOTAL DUE 4/1/2024 $16,278.13
Notes

WIRING INSTRUCTIONS
US Bank must receive funds prior to 10:30 A.M. CST to
ensure DTCC receives funds prior to their same day settlement deadline of 2:00 P.M. CST. Any payments received by DTCC after the 2:00 P.M. deadline will be allocated the next day.

ABA: 091000022
BBK: U.S. Bank N.A.

A/C: 180121167365
BNF: U.S. Bank Trust N.A.

OBI: RIPON2012
2012 Water Bond Payment0e Bondn

1.2.E.a
Packet Pg. 36
Attachment: US Bank 2012 Water Bond Payments 04.2024 (4160 : US Bank - Water Revenue Bonds Series 2012) Page
2 of 2
U.S. BANK CONTACTS
Prod Ops
Analyst
Melanie Fijan Email: [email protected] Phone: 213-615-6025 Prod Ops
Specialist
Melanie Fijan Email: [email protected] Phone: 213-615-6025 RIPON2012

1.2.E.a
Packet Pg. 37
Attachment: US Bank 2012 Water Bond Payments 04.2024 (4160 : US Bank - Water Revenue Bonds Series 2012)

1.2.F.a
Packet Pg. 38
Attachment: Invoice 61677_Harris & Associates (4183 : Harris & Associates)

1.2.G.a
Packet Pg. 39
Attachment: Invoice 31-622-03-20_LDA (4180 : LDA)

1.2.G.a
Packet Pg. 40
Attachment: Invoice 31-622-03-20_LDA (4180 : LDA)
CONTRACTOR: Diede Construction, Inc.

PROJECT: Fleet Maintenance Facility
PROJECT DESCRIPTION:

INVOICE NO: 12
DATE: 2/29/2024
ORIGINAL CONTRACT AMOUNT: $11,156,000.00 PREVIOUSLY BILLED AMOUNT: $8,348,854.74 LESS RETENTION: $417,442.74
APPROVED CONTRACT CHANGES: $538,761.00 PREVIOUSLY PAID AMOUNT: $7,931,412.00 CURRENT INVOICED AMOUNT: $788,943.50
LESS RETENTION: $39,447.18
TOTAL CONTRACT AMOUNT: $11,694,761.00 CURRENT AMOUNT DUE: $749,496.32 TOTAL BILLED TO DATE (INCL CURRENT INVOICE) $9,137,798.24 LESS RETENTION: $456,889.92

TOTAL PROGRESS
Remaining Contract Amount: $2,556,962.76
Approx. % Complete: 78%
TOTAL PAID TO DATE: $8,680,908.32

INVOICE SUMMARY
Work completed includes submittals, erosion control, landscaping, fencing, pavers, structural steel, roofing, insulation, glazing, gypsum board, awning install, painting, toilet and bath accessories, equipment install, phenolic panels, metal building install, HVAC install, and electrical install.

INVOICE SUMMARY
Project consists of a new maintenance and operations building and vehicle wash for the City of Ripon Public Works Dept., including a repair and machine shop, office spaces, restrooms and locker rooms.

CONTRACT INFORMATION BILLING INFORMATION

1.2.H.a
Packet Pg. 41
Attachment: Invoice 12_Diede Construction (4164 : Diede Construction, Inc.) Invoice Details
Source Date Code Task Description Hrs /
Qnt
Rate Amoun
t
Professional Fees
Colleen
Hunt
2/20/2
4 Administration
Assistance -
Billable
Trash
Implementation Plan
New contract initiation. 1.00 $85.00 $85.00
Administration Assistance - Billable 1.00 $85.00
Professional Fees 1.00 $85.00
TOTAL FEES/EXPENSES -- $85.00
Stone Creek Environmental Consulting
8733 Lakewood Drive, Suite B
Windsor, CA 95492
United States
707-318-9415
www.consultingstonecreek.com
City of Ripon
259 N. Wilma Avenue
Ripon, CA 95366

INVOICE
Invoice Date: 3/4/24
Due Date: 4/4/24
Total Amount: $85.00
Number: 02372
Invoice Period: 02/01/24 - 02/29/24
Terms: Net 30
Project Code: 045
WalletLink

1.2.I.a
Packet Pg. 42
Attachment: 2024.03.04 Invoice (4182 : Stone Creek Environmental Consulting) February 15, 2024
[email protected]
Kevin Werner
City of Ripon
RE: Ripon East Main Traffic Signal
Enclosed is invoice number 172329 for $1,826.80 dated February 7, 2024 for costs incurred from December 30, 2023 through January 26, 2024 for the above referenced project.

Tasks completed this period include the following:
• Submitted draft intersection control analysis study report • Tested alternative locations for traffic signal control per City's request We appreciate the opportunity to assist you on this project. Please call if you have any questions.

Sincerely,

FEHR & PEERS
Albee Wei
Senior Engineer/Planner
RS23-4251.00
Cc: [email protected]

1.2.J.a
Packet Pg. 43
Attachment: Invoice 172329_Fehr & Peers (4163 : Fehr & Peers) Project Manager Albee Wei
Kevin Werner
City of Ripon
259 N. Wilma Avenue
Ripon, CA 95366
February 07, 2024
Project No: RS23-4251.00
Invoice No: 172329
Project RS23-4251.00 Ripon East Main Traffic Signal
Professional Services for the Period: December 30, 2023 to January 26, 2024 Phase 01 PS&E
Budget Summary Current Prior To-Date
Total Billings 0.00 8,279.70 8,279.70
Total Budget 35,000.00
Remaining Budget 26,720.30
Phase Total 0.00
Phase 02 Traffic Impact Study
Professional Personnel
Hours Rate Amount
Sr. Engineer/Planner
Wei, Albee 8.50 180.00 1,530.00
Admin
Murphy, Laura 1.00 155.00 155.00
Silchuk, Tanya .50 155.00 77.50
Totals 10.00 1,762.50
Total Labor 1,762.50
Reimbursable Expenses
Project Communications and Reproduction 64.30
Total Reimbursables 64.30 64.30
Budget Summary Current Prior To-Date
Total Billings 1,826.80 18,449.85 20,276.65
Total Budget 31,500.00
Remaining Budget 11,223.35
Phase Total $1,826.80
TOTAL CURRENT INVOICE AMOUNT DUE: $1,826.80

1.2.J.a
Packet Pg. 44
Attachment: Invoice 172329_Fehr & Peers (4163 : Fehr & Peers) Project RS23-4251.00 Ripon East Main Traffic Signal Invoice 172329 Current Invoice Prior Billed Billed To Date
Billing Summary 1,826.80 26,729.55 28,556.35
Outstanding Invoices
Invoice Number Invoice Date Balance
171560 1/11/2024 948.75
Total 948.75
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 CityNationalBank
ABA/Routing 122016066

1.2.J.a
Packet Pg. 45
Attachment: Invoice 172329_Fehr & Peers (4163 : Fehr & Peers) BaseCamp Environmental, Inc.
802 West Lodi Avenue
Lodi, CA 95240
209-224-8213
[email protected]

INVOICE

BILL TO
Christiana Giedd
City of Ripon
259 N Wilma Avenue
Ripon, CA 95366
INVOICE # 52367
DATE 02/01/2024
DUE DATE 03/02/2024
TERMS Net 30

PROJECT
Lower Stanislaus River Multi-Use Trail Project

PERIOD DESCRIPTION QTY RATE AMOUNT
01/31/2024 Principal 1.75 200.00 350.00
01/31/2024 Senior
Environmental
Planner

0.50 165.00 82.50
01/31/2024 WP and
Graphics

5.50 100.00 550.00
01/31/2024 WP and
Graphics
3 100.00 300.00
Services through the invoice date, including
revising the Initial Study/Mitigated Negative
Declaration for this Project and preparing for
public review of the document. Thank you. We
appreciate your business.

BALANCE DUE $1,282.50

1.2.K.a
Packet Pg. 46
Attachment: Invoice 52367_BaseCamp Environmental, Inc (4162 : BaseCamp Environmental, Inc.) BaseCamp Environmental, Inc.
802 West Lodi Avenue
Lodi, CA 95240
209-224-8213
[email protected]

INVOICE

BILL TO
City of Ripon
259 N Wilma Ave.

Ripon, CA 95366
INVOICE # 52379
DATE 02/01/2024
DUE DATE 03/02/2024
TERMS Net 30

PROJECT
South County Water Project
3139 - Ripon Water Lines

PERIOD DESCRIPTION QTY RATE AMOUNT
01/31/2024 Principal 5.25 225.00 1,181.25
Services through the invoice date, including
continuing work on the Initial Study/Mitigated
Negative Declaration for the project. Thank you.

We appreciate your business.

BALANCE DUE $1,181.25

1.2.K.b
Packet Pg. 47
Attachment: Invoice 52379_BaseCamp Environmental, Inc (4162 : BaseCamp Environmental, Inc.) BaseCamp Environmental, Inc.
802 West Lodi Avenue
Lodi, CA 95240
209-224-8213
[email protected]

INVOICE

BILL TO
City of Ripon
259 N Wilma Ave.

Ripon, CA 95366
INVOICE # 52391
DATE 02/09/2024
DUE DATE 03/10/2024
TERMS Net 30

PROJECT
Ripon Electrical Vehicle (EV) Charging Station

PERIOD DESCRIPTION QTY RATE AMOUNT
02/01/2024 Principal 3.75 225.00 843.75
02/01/2024 Senior
Environmental
Planner

0.50 180.00 90.00
02/01/2024 Environmental
Planning

3.50 125.00 437.50
Services in January included continuing work on
and revisions to the Preliminary Environmental
Study (PES) form. This should be our final billing
for the PES form.

Thank you. We appreciate your business.

BALANCE DUE $1,371.25

1.2.K.c
Packet Pg. 48
Attachment: Invoice 52391_BaseCamp Environmental, Inc (4162 : BaseCamp Environmental, Inc.) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: James Pease, Public Works Director
Date: 03/12/2024
Subject: Fleet Maintenance Facility Change Order 9
RECOMMENDED ACTION:

Approve Change Order No. 9 for electrical additions to power flush valves and a credit for landscaping modifications in the not to exceed amount of $9,940 (funding sources: Corp Yard AB1600 Fund, Enterprise Capital Funds, and General Capital Fund).

BACKGROUND:

The Fleet Maintenance Facility Project was awarded to Diede Construction, Inc. at the December 13, 2022 City Council meeting for an amount of $11,156,000. The Fleet Maintenance Facility Project will involve the construction of a 12,500 square foot maintenance building and parking lot.

At the March 14, 2023 City Council meeting, Council approved Change Order No. 1 in the not to exceed amount of $288,622 for raising the elevation of the existing berm at the Wastewater Treatment Plant disposal ponds in order to provide additional storage capacity.

At the June 13, 2023 City Council meeting, Council approved Change Order No. 2 in the not to exceed amount of $1,466 for additional survey staking.

At the July 26, 2023 City Council meeting, Council approved Change Order No. 3 in the not to exceed amount of $132,150 for electrical revisions and revisions to accommodate SSJID, MID, and Fire Department requirements.

At the August 8, 2023 City Council meeting, Council approved Change Order No. 4 in the not to exceed amount of $4,889 for countertop leg panels, additional concrete for sidewalk, and filling an underground concrete pipe.

1.3.A
Packet Pg. 49
At the September 12, 2023 City Council meeting, Council approved Change Order No. 5 in the not to exceed amount of $62,905 for various contract changes related to unforeseen field conditions, electrical design changes, and new Modesto Irrigation District (MID) requirements.

At the November 14, 2023 City Council meeting, Council approved Change Order No. 6 in the not to exceed amount of $10,424 for an additional structural column, addition of power to electric trap primers, modifying existing storm drain manhole elevation, and piping credit.

At the December 12, 2023 City Council meeting, Council approved Change Order No. 7 in the not to exceed amount of $26,385 for additional grading and paving, restroom wall tile changes, fixture credit, and doorframe and hardware changes.

At the February 13, 2024 City Council meeting, Council approved Change Order No. 8 in the not to exceed amount of $11,920 for flagpole modifications, electric vehicle charging station conduit, and a credit for the removal of skylights from the contract.

DISCUSSION:

The Fleet Maintenance Facility Project has the following contract changes:

Power to Flush Valves: The original bid included toilets with automatic flush. The original bid package did not account for power to these automatic flush units. The automatic flush valves require circuits, cable, and a panel to be installed to supply power to the automatic flush units. The additional cost related to this change is $12,964.

Landscape Credit: The original bid package included a small area to be landscaped. It was determined that the area was satisfactory as is and does not need to be reconstructed.

The contractor has issued a credit for the cost of all labor and materials associated with this work. The amount of credit issued for this change is $3,501.

Credit for Change Order 8 error: The Skylight material credit approved in Change Order 8 was previously agreed upon in the sum of $1,779. The Change Order 8 showed a credit of $2,256. To offset this error, the cost of $477 dollars will be added.

The additional work is to be billed at a cost not to exceed $9,940.

FISCAL IMPACT:

The attached Change Order No. 9 is in the amount of $9,940 and will be allocated to the Corp Yard AB1600 Fund (47.0%), Water, Sewer and Storm Enterprise Capital Funds (15.8%) and General Capital Fund (37.2%). The amended construction contract price is shown in Table 1.

Table 1 – Current Contract Price
Amount
Original Contract Price $ 11,156,000
Change Orders (1-9) $ 548,701
Current Contract Price $ 11,704,701

1.3.A
Packet Pg. 50
On December 13, 2022, City Council approved the total cost of the Fleet Maintenance Facility Project which included $1,115,600 for construction contingency. Change Order No. 1 did not utilize the project contingency because the work was performed at the Wastewater Treatment Plant disposal ponds. The total remaining contingency after subtracting Change Orders No. 2 through 9 is $855,521.

Attachments:

1. CO 9

1.3.A
Packet Pg. 51

CITY OF RIPON

PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 9 DATE: 3/12/2024
PROJECT: Fleet Maintenance Facility Project SHEET 1 OF 1 SHEETS TO: Diede Construction, Inc.

NOTE: This change order is not effective until approved by the CITY ENGINEER.

Description Cost
Addition of the following items:

Landscape Credit (PC #113) -$3,501.00
Power Flush Valves (PC #117) $12,964.00
Credit for CCO 8 Error (PC #112) $477.00
Total: $9,940.00
Not to Exceed Cost: Increase
Approval Recommended: Date:

Approved: Date:

Accepted, Date _____________________ Contractor
By _________________________________ Title
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
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.
$9,940.00
Approval Senior
By reason of this order the time of completion will be adjusted as follows: Additional 0 Calendar Day

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Attachment: CO 9 (4165 : Fleet Maintenance Facility Change Order 9) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Kevin Werner, City Administrator
Date: 03/12/2024
Subject: Stantec Consulting Services, Inc.

RECOMMENDED ACTION:

Approve and authorize the Mayor to sign the Professional Services Agreement with Stantec Consulting Services to evaluate the condition of Well 9 and the feasibility of installing a new well at the existing site in the not to exceed amount of $193,145 (funding source: Water Enterprise Capital Fund).

BACKGROUND:

Well 9 is a potable water well located on Reynolds Avenue, adjacent to the bike bridge parking lot. The well was constructed in 1989 to a depth of 200 feet and at that time produced 1,500 gallons per minute (gpm) of water for the City’s potable water system. In 2007, the City constructed a coagulation/filtration system to treat the groundwater to levels that are within state and federal safe drinking water standards.

The well is currently not in use because the capacity has dropped from 1,500 gpm to less than 500 gpm, which no longer justified the expense of costly well head treatment.

DISCUSSION/ANALYSIS:

Staff has requested a scope and fee from Stantec Consulting Services, Inc (Stantec) to evaluate the following options to move forward:
 Identify improvements to Well 9 to increase pumping capacity to a level where it can become a productive potable water well. If that is not possible, consider connecting Well 9 to the non-potable water system.
 Evaluate drilling a new well on the existing site at a deeper depth to produce sufficient water that does not require a well head treatment system. If a well head treatment system is required, evaluate if sufficient capacity is available to justify the cost of well head treatment.

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Stantec has submitted a proposal to complete the following items of work as part of evaluating the previously described options:
 Perform a condition assessment for Well 9 that will include a pumping test to assess the aquifer properties and efficiency along with a downhole video log.  Drill a test well to a depth of 600 feet and perform water quality testing at the different aquifers.
 If results of the testing support moving forward with a new well at the site, Stantec will prepare the well design and technical specifications.

The total fee for the scope of services summarized above is $193,145.

FISCAL IMPACT:

The attached Professional Services Agreement with Stantec Consulting Services includes a detailed time and material proposal outlining the tasks as Exhibit A. The cost to complete the work within the proposal is a not to exceed amount of $193,145, which will be funded by the Water Enterprise Capital Fund. The current balance of this Fund is $6.8 million.

Attachments:

1. Exhibit A_Well 9 Condition Assessment Scope and Fee Rev-02

2. Services Agreement_Stantec Consulting Services, Inc.

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Stantec Consulting Services Inc.
1340 Treat Boulevard Suite 525, Walnut Creek CA 94597-7984 March 4, 2024
Attention: Mr. Kevin Werner
City Administrator/City Engineer
259 N. Wilma Ave.

Ripon, CA 95366
Dear Mr. Werner,
Reference: Well 9 Evaluation and Condition Assessment Proposal Stantec is pleased to submit this proposal to evaluate the condition of Well 9 and its reported capacity issues as reported by City of Ripon (the City) staff. According to the Well Data Sheet for Well 9, the original capacity of the well, when constructed in 1989, was around 1500 gallons per minute (gpm). Recent monitoring by City staff indicates that this capacity has dropped to approximately 500 gpm. The well is fairly shallow at only 202 feet deep, contains 30 feet of well screen (170 to 200 feet bgs), and has a 165- foot sanitary seal. Additionally, the static water level was reported to be 40.3 feet in December of 1989, when the well was constructed. Known water quality issues at the site include arsenic at about two times the maximum contaminant level (MCL), which is treated prior to introduction to the City’s potable system.

Additional water quality issues found at other (former or active) well locations include nitrate and salinity.

Due to the capacity and water quality issues at Well 9, the City has requested that the well be further evaluated for the following:
 Can improvements to the current well be made to increase capacity;  Could the well be converted to non-potable water service;  Could drilling a new well at the existing site produced enough water to justify the cost of treatment as a potable source; and,
 Could a new well be drilled that potentially eliminates the need for costly treatment, to be used as a potable source.

Task 1: Test Boring and Zone Water Quality Testing ($167,145) Stantec proposes to contract directly with a C-57 licensed well drilling contractor to drill a 600-foot test boring at the Well 9 site to support the design of a new production well. Information collected during drilling will include lithologic, geophysical, and aquifer grain size analysis necessary for the design of the future well’s screen interval, screen slot size, and gravel pack. Additional, up to three zones samples are proposed to assess water quality targeting intervals below 200 feet and the Corcoran Clay (if present).

Stantec will assist in the collection of samples for Title 22 water quality analysis. A general outline of the test boring program and assumptions is as follows and was used in the solicitation of bids from C-57 licensed well drillers, a summary of which is provided in Table 1:

Exhibit A

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Attachment: Exhibit A_Well 9 Condition Assessment Scope and Fee Rev-02 (4141 : Stantec Consulting Services, Inc.) March 4, 2024
Mr. Kevin Werner

Reference: Well 9 Evaluation and Condition Assessment Proposal

 50 foot 32‐inch diameter conductor with 10.3 Sack sand‐cement seal  600 foot in minimum 12-inch boring
 Geophysical logs (long, short, point, resistivity; lat or guard log; SP, and natural gamma)  Borehole deviation survey
 Zone Sampling Assuming 3 zones (unit cost per zone sample) o Zones to be developed for a minimum of 6 hours of active development (airlifting/pumping) and until turbidity is less than 100 NTU
o 20 foot screen section
o Pumping/airlifting ~25 to 50 gpm
o Gravel Packed
o Sealed above and below zone with 20 to 30 feet of bentonite o Monitor flow and volume of water pumped from each zone o Monitor water levels in zone and annulus for potential short circuiting  Transport Cuttings and initial drilling fluids to WWTF approximately 1 mile from the site for disposal.  Development water can be disposed of to pump to waste line or sanitary sewer, near site.  Potable water available at the site for drilling.
 Abandon boring according to SJ County requirements (to be reamed at a later date if test results are favorable).

Based on the fee estimates provided above, Altamont Water Well and Pump was selected as the preferred well drilling contractor. During drilling, Stantec will provide field services that include logging lithologic samples in accordance with the Unified Soils Classification System every 5 to 10 feet of drilling and at changes in lithology. Stantec will also collect up to 10 samples of aquifer samples for grain size analysis, including laboratory analysis of the samples. Following the completion of the test boring and collection of lithologic and geophysical data, Stantec will design the zone water quality testing program for up to three zones, monitor development, and will coordinate the collection of samples for Title 22 water quality analysis. The samples will be analyzed by the City’s contracted laboratory.

Table 1: Summary of Test Boring Bids
Well Driller Stantec Field
and Technical
Services
Bid Cost Total Driller
Cost (w/
Stantec 10%
Markup)
Altamont Water Well and Pump
$16,500
$136,950 $150,645
Nor-Cal Pump and Well Drilling $233,110 $256,421
Roadrunner Drilling $310,900 $341,990
Maggiora Bros. Drilling Inc. $342,750 $377,025
Task 2: Well 9 Condition Assessment and Test Boring Technical Memorandum ($15,000) To further evaluate Well 9, Stantec proposes to conduct a limited duration pumping test to assess aquifer properties and identify it current efficiency. Following the pumping test, the City’s pump contractor will

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Attachment: Exhibit A_Well 9 Condition Assessment Scope and Fee Rev-02 (4141 : Stantec Consulting Services, Inc.) March 4, 2024
Mr. Kevin Werner

Reference: Well 9 Evaluation and Condition Assessment Proposal

remove the pump from Well 9 and perform a downhole video log. Stantec will be present during video logging to guide/assure pertinent aspects of the well are captured. The information obtained from the pumping test and video log will be used to document the current condition of the interior of the well casing and screen and provide recommendations to whether further well rehabilitation is warranted. If well rehabilitation is recommended, Stantec will provide a discussion on the means and methods for completing the work.

In addition to the Well 9 evaluation, Stantec will provide an assessment of whether another well could be drilled on-site through review of City well construction, geophysical logs, and water quality data. These data will be used to assess if a well of sufficient capacity may be feasible at the site and if alternate screening is plausible in reducing or eliminating the need for arsenic treatment. If construction of a new well is feasible, a test boring program that includes depth specific zone water quality testing will be developed to further evaluate the design of a future well.

Based on the finding above, Stantec will prepare a Well 9 Condition Assessment that includes the following:
 Results of the well pumping test analysis, including an assessment of well efficiency, and aquifer properties.
 Summary of well video logging and a visual evaluation of the condition of the interior of the well.  Evaluate alternatives to restore well capacity including:
o Well rehabilitation.
o Drill new well at the site.
o Abandon well as potable source for non-potable uses.
 Summary of testing boring and zone water quality testing including recommendations regarding the viability of a future water supply well.

Task 3: Preparation of Well Design and Technical Specifications ($11,000) If the lithologic and water quality data collected from the test boring support moving forward with a new well at the site, Stantec will prepare the well design and technical specifications for bidding purposes, including the bid form. Stantec will prepare the technical specifications and bid form in a manner that is consistent with the City’s preferred format so that the City can incorporate them into a full bid package for contractor bidding. Stantec bid support services and well construction management/monitoring services can be provided as a separate contract following design.

Assumptions and Limitations: The City to contract directly with a well pump contractor to remove the existing pump and to obtain a downhole video of the existing Well 9. City of Ripon staff to assist in the operation of Well 9 to perform pumping test with water being discharged to its pump to waste facilities. This scope includes Stantec contracting with a well driller for the test boring and water quality zone testing design however does not include laboratory fees for zone water quality samples, which according to City staff are to be provided by the City’s existing contracted laboratory. Stantec will however support during water quality sampling and provide the subcontract physical laboratory services for aquifer grain size analysis. Per our discussion with City Staff, proposal assumes that City is responsible for compliance with the California Environmental Quality Act (CEQA), if applicable.

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Attachment: Exhibit A_Well 9 Condition Assessment Scope and Fee Rev-02 (4141 : Stantec Consulting Services, Inc.) March 4, 2024
Mr. Kevin Werner

Reference: Well 9 Evaluation and Condition Assessment Proposal

Stantec proposes to perform the above scope for a fee not to exceed $193,145, billed on a time and material basis. If this scope and fee is acceptable, Stantec will prepare a contract for authorization by the City for your review. If you have any questions regarding the content of this proposal, please do not hesitate to contact me at 925.699.8012 or via email at [email protected].

Regards,
Stantec Consulting Services Inc.

Thomas Butler PG, CHG, CEG
Senior Hydrogeologist/Geochemist
Phone: 925-296-2126
[email protected]

Kevin Werner PE
City Administrator/City Engineer
Phone: 209-599-2108
[email protected]
cc: James Pease, City of Ripon
City of Ripon Authorization

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Attachment: Exhibit A_Well 9 Condition Assessment Scope and Fee Rev-02 (4141 : Stantec Consulting Services, Inc.) Professional Services Agreement - Page 1 of 7
Well 9 Condition Assessment and Test Well
Stantec Consulting Services, Inc.

PROFESSIONAL SERVICES AGREEMENT BETWEEN

THE CITY OF RIPON AND
STANTEC CONSULTING SERVICES, INC.

This Agreement for Professional Services (“Agreement”) is entered into on, March 12, 2024 (the “Effective Date”) between the City of Ripon, a California municipal corporation (“City”) and Stantec Consulting Services, Inc. (“Consultant”), (together sometimes referred to as the “Parties”).

Section 1. SERVICES. In accordance with the terms and conditions set forth in this Agreement, Consultant agrees to perform all services described in the Consultant’s Scope of Services attached hereto as Exhibit A. In the event of a conflict in or inconsistency between the terms of this Agreement and said scope of services, this Agreement shall prevail.

1.1 Term of Services. This Agreement shall begin upon signature by all Parties and shall end when Consultant completes the work described in said scope of work, or no later than two (2) years from the date this Agreement was signed by City, which ever is longer, unless the term of the Agreement is otherwise terminated or modified, as provided for herein.

1.2 Standard of Performance. Consultant shall diligently perform all services required in connection with this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Consultant is engaged in the geographical area in which Consultant practices its profession.

1.3 Assignment of Personnel. Consultant shall assign only competent personnel to perform services in connection with this Agreement.

1.4 Termination. City may cancel this Agreement at any time and without cause upon written notification to Consultant. In the event of termination, Consultant shall be entitled to compensation for services satisfactorily completed as of the date that written notice of termination is received by consultant; City, however, may condition payment of such compensation upon Consultant delivering to City documents and records identified in Section 8.1 of this Agreement.

Section 2. COMPENSATION.

City hereby agrees to pay Consultant an amount NOT TO EXCEED One Hundred Ninety Three Thousand One Hundred Forty Five Dollars ($193,145) for all work described within the Cost Proposal set forth in Exhibit A and made a part of this Agreement.

2.1 Invoices. Consultant shall submit invoices as necessary during the term of this Agreement, based on the cost for services performed and reimbursable costs incurred prior to the invoice date.

2.2 Payment. City shall make monthly payments, based on invoices received, for services satisfactorily performed, and for authorized reimbursable costs incurred.

2.3 Payment of Taxes. Consultant is solely responsible for the payment of employment taxes incurred under this Agreement and any similar federal or state taxes.

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Attachment: Services Agreement_Stantec Consulting Services, Inc. (4141 : Stantec Consulting Services, Inc.) Professional Services Agreement - Page 2 of 7
Well 9 Condition Assessment and Test Well
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Section 3. INSURANCE REQUIREMENTS. Before beginning any work under this Agreement, Consultant, at its own cost and expense, shall procure the types and amounts of insurance listed below for the period covered by the Agreement. (Rev 3/18)

3.1 General Liability. Consultant shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than two million dollars ($2,000,000) per occurrence, four million dollars ($4,000,000) general aggregate, for bodily injury, personal injury, and property damage, including without limitation, blanket contractual liability.

Consultant’s general liability policies shall be primary and non-contributory, and be endorsed using Insurance Services Office form CG 20 10 (or equivalent) to provide that City and its officers, officials, employees, and agents shall be additional insureds under such policies. For construction contracts, an endorsement providing completed operations to the additional insured, ISO form CG 20 37, is also required.

3.2 Workers’ Compensation. Consultant shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance with limits of at least one million dollars ($1,000,000). Consultant shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its officers, agents, employees, and volunteers.

3.3 Auto Liability. Consultant shall provide auto liability coverage for owned, nonowned, and hired autos using ISO Business Auto Coverage form CA 00 01, or the exact equivalent, with a limit of no less than one million dollars ($1,000,000) per accident. If Consultant owns no vehicles, this requirement may be met through a non-owned auto endorsement to the CGL policy.

3.4 Professional Liability. Consultant shall maintain professional liability insurance that insures against professional errors and omissions that may be made in performing the Services to be rendered in connection with this Agreement, in the minimum amount of one million dollars ($1,000,000) per claim and in the aggregate.

Any policy inception date, continuity date, or retroactive date must be before the effective date of this agreement, and Consultant agrees to maintain continuous coverage through a period no less than three years after completion of the services required by this agreement.

3.5 All Policies Requirements.

3.5.1 Verification of Coverage. Prior to beginning any work under this Agreement, Consultant shall, at the sole option of the City, provide City with (1) certified Certification of Insurance that demonstrates compliance with all applicable insurance provisions contained herein; (2) certified policy endorsements to the general liability policy adding the City of Ripon as an Additional Insured and declaring such insurance primary in regard to work performed pursuant to this Agreement; or (3) upon request by the City, complete certified copies of all policies and/or complete certified copies of all endorsements that demonstrate compliance with this Section 3.

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Attachment: Services Agreement_Stantec Consulting Services, Inc. (4141 : Stantec Consulting Services, Inc.) Professional Services Agreement - Page 3 of 7
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3.5.2 Notice of Reduction in or Cancellation of Coverage. A copy of the cancellation provisions must be attached to all insurance obtained in accordance with this Agreement.

Section 4. INDEMNIFICATION AND CONSULTANT’S RESPONSIBILITIES. (Rev 3/18)

4.1 Indemnity for Professional Liability: When the law establishes a professional standard of care for Consultant’s Services, to the fullest extent permitted by law, Consultant shall indemnify, protect, defend, and hold harmless City and any and all of its officials, employees and agents from and against any and all losses, liabilities, damages, costs, and expenses, including legal counsel’s fees and costs but only to the extent the Consultant (and its Subconsultants), are responsible for such damages, liabilities and costs on a comparative basis of fault between the Consultant (and its Subconsultants) and the City in the performance of professional services under this agreement.

4.2 Indemnity for Other Than Professional Liability: Other than in the performance of professional services and to the full extent permitted by law, Consultant shall indemnify, defend, and hold harmless City, and any and all of its employees, officials and agents from and against any liability (including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, including legal counsel’s fees and costs, court costs, interest, defense costs, and expert witness fees), where the same arise out of, are a consequence of, or are in any way attributable to, in whole or in part, the performance of this Agreement by Consultant or by any individual or City for which Consultant is legally liable, including, but not limited to officers, agents, employees, or subcontractors of Consultant.

Section 5. STATUS OF CONSULTANT.

5.1 Independent Contractor. At all times during the term of this Agreement, Consultant shall be an independent Contractor and shall not be an employee of City.

Consultant shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent.

Section 6. LEGAL REQUIREMENTS.

6.1 Governing Law. The laws of the State of California shall govern this Agreement.

6.2 Compliance with Applicable Laws. Consultant and any sub-Consultants shall comply with all laws applicable to the performance of the work in connection with this Agreement.

6.3 Licenses and Permits. Consultant represents and warrants to City that Consultant and its employees, agents, and any sub-Consultants have all licenses, permits, qualifications, and approvals of whatsoever nature, that are legally required to practice their respective professions.

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Attachment: Services Agreement_Stantec Consulting Services, Inc. (4141 : Stantec Consulting Services, Inc.) Professional Services Agreement - Page 4 of 7
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6.4 Nondiscrimination and Equal Opportunity. In compliance with federal, state and local laws, Consultant shall not discriminate, on the basis of a person’s race, religion, color, national origin, age, physical or mental handicap or disability, medical condition, marital status, sex, or sexual orientation, against any employee, applicant for employment, sub-Consultant, bidder for a subcontract, or participant in, recipient of, or applicant for any services or programs provided by Consultant under this Agreement.

6.5 Work Requiring Payment of Prevailing Wages. In accordance with California Labor Code Section 1771, not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which these services are to be performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work fixed as provided in the California Labor Code shall be paid to all workers engaged in performing the services under this Agreement.

Section 7. MODIFICATION.

7.1 Amendments. The Parties may amend this Agreement only by a writing signed by all the Parties.

7.2 Assignment and Subcontracting. Consultant may not assign this Agreement or any interest therein without the prior written approval of the City. Consultant shall not subcontract any portion of the performance contemplated and provided for herein, other than to the sub-Consultants noted in the proposal, without prior written approval of the City.

7.3 Survival. All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating liability between City and Consultant shall survive the termination of this Agreement.

7.4 Options upon Breach by Consultant. If Consultant materially breaches any of the terms of this Agreement, City’s remedies shall include, but not be limited to, the following:

7.4.1 Immediately terminate the Agreement;

7.4.2 Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Consultant in accordance with this Agreement;

7.4.3 Retain a different Consultant to complete the work described in said scope of work not finished by Consultant; or

7.4.4 Charge Consultant for City's excess cost of completion of the unfinished work described in Exhibit A, if any. City's excess costs shall be reimbursed by Consultant where City's reasonable cost of completion paid to another qualified new consultant exceeds the amount City would have paid to Consultant pursuant to Section 2 absent the material breach; provided, however that any such excess cost reimbursement shall not exceed 25% of Consultant's quoted price for any unfinished task. Thus, by way of example, if following a material breach by Consultant a specific task which is

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Attachment: Services Agreement_Stantec Consulting Services, Inc. (4141 : Stantec Consulting Services, Inc.) Professional Services Agreement - Page 5 of 7
Well 9 Condition Assessment and Test Well
Stantec Consulting Services, Inc.
budgeted at $10,000 has not commenced or adequately completed, and City must retain another new qualified consultant to complete that specific task Consultant would be responsible to reimburse City in the amount of up to $2,500 (25% of the Consultant’s $10,000 quoted price for the subject task). By way of further example, if the Consultant’s cost of completion of that specific task is $14,000, Consultant would be responsible to reimburse City in the amount of up to $3,500 (25% of the Consultant’s $14,000 quoted price for the subject task).

Section 8. KEEPING AND STATUS OF RECORDS.

8.1 Records Created as Part of Consultant’s Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form, that Consultant prepares or obtains in accordance with this Agreement and that relate to the matters covered under the terms of this Agreement shall be the property of the City. This clause does not include instruments of service.

8.2 Consultant’s Books and Records. Consultant shall maintain any and all records or documents evidencing or relating to charges for services or expenditures and disbursements charged to the City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to the Consultant to this Agreement.

8.3 Confidential Information and Disclosure. During the term of this Agreement, either party (the "Disclosing Party") may disclose confidential, proprietary or trade secret information (the "Information"), to the other party (the "Receiving Party").

The Receiving Party shall hold the Disclosing Party's Information in confidence and shall take all reasonable steps to prevent any unauthorized possession, use, copying, transfer or disclosure of such Information. Consultant understands that the City is a public entity and is subject to the laws that may compel it to disclose information about Consultant’s business.

Section 9 MISCELLANEOUS PROVISIONS.

9.1 Attorneys’ Fees. If a party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing party shall be entitled to reasonable attorneys’ fees in addition to any other relief to which that party may be entitled. The court may set such fees in the same action or in a separate action brought for that purpose.

9.2 Venue. In the event that either party brings any action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of San Joaquin or in the United States District Court for the Eastern District of California.

9.3 Severability. If a court of competent jurisdiction finds or rules that any provision of this Agreement is invalid, void, or unenforceable, the provisions of this Agreement not so adjudged shall remain in full force and effect.

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Attachment: Services Agreement_Stantec Consulting Services, Inc. (4141 : Stantec Consulting Services, Inc.) Professional Services Agreement - Page 6 of 7
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Stantec Consulting Services, Inc.

9.4 No Implied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement does not constitute a waiver of any other breach of that term or any other term of this Agreement.

9.5 Contract Administration. This Agreement shall be administered by Kevin Werner, who shall act as the City’s representative. All correspondence shall be directed to or through the representative.

9.6 Notices.

Any written notice to Consultant shall be sent to:

Thomas Butler, PG, CHG, CEG
Senior Hydrogeologist/Geochemist
Stantec Consulting Services, Inc.
1340 Treat Boulevard, Suite 525
Walnut Creek, CA 94597-7984
Any written notice to the City shall be sent to:

Mr. Kevin Werner, PE
City Administrator/City Engineer
City of Ripon
259 N. Wilma Avenue
Ripon, CA 95366

9.7 Integration; Incorporation. This Agreement, including all the exhibits attached hereto, represents the entire and integrated agreement between City and Consultant and supersedes all prior negotiations, representations, or agreements, either written or oral. All Exhibits attached hereto are incorporated by reference herein.

9.8 Alternative Dispute Resolution. If any dispute arises between the Parties that cannot be settled after engaging in good faith negotiations, City and Consultant agree to resolve the dispute in accordance with the following:

Each party will designate a senior management or executive level representative to negotiate the dispute. Through good faith negotiations, the representatives will attempt to resolve the dispute by any means within their authority. If dispute remains unresolved after fifteen (15) days of good faith negotiations, the Parties shall attempt to resolve the disagreement by mediation through a disinterested third person as mediator selected by both Parties. Mediation will begin within thirty (30) days of the selection of this disinterested third party, and will end fifteen (15) days after commencement. The Parties shall equally bear the costs of any third party in any alternative dispute resolution process.

The alternative dispute resolution process is a material condition to this Agreement and must be exhausted as an administrative remedy prior to either party initiating legal action. This alternative dispute resolution process is not intended to nor shall be construed to change the time periods for filing a claim or action specified by Government Code Section 900, et. seq.

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Attachment: Services Agreement_Stantec Consulting Services, Inc. (4141 : Stantec Consulting Services, Inc.) Professional Services Agreement - Page 7 of 7
Well 9 Condition Assessment and Test Well
Stantec Consulting Services, Inc.

9.9 Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.

The Parties have executed this Agreement as of the date signed by the City.

CITY OF RIPON CONSULTANT
Leo Zuber, Mayor Thomas Butler, PG, CHG, CEG
Senior Hydrogeologist/Geochemist

Attest:
_________________________
Lisa Roos, City Clerk
Approved as to Form:
____________________________
Thomas Terpstra, City Attorney

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Attachment: Services Agreement_Stantec Consulting Services, Inc. (4141 : Stantec Consulting Services, Inc.) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Daniel Sauer, Chief of Police
Date: 03/12/2024
Subject: Radio Tower Upgrades
RECOMMENDED ACTION:

Approve and authorize the purchase of radio tower equipment for Channel 1 to replace the current outdated system in the not to exceed amount of $119,304.46 (funding source: General Department Capital Fund).

BACKGROUND:

The Ripon Police Department provides dispatch services for the City of Ripon, City of Escalon and City of Lathrop. Ripon Police Department and Escalon Police Department share Ripon PD Channel 1 for radio communications. Lathrop Police Department is monitored on a separate channel. There was a T-1 connection (point-to-point link) which allowed Ripon and Escalon to share the same channel. Based on this set up, the Ripon Communications Center was monitoring two radio channels.

On May 15, 2023, the T-1 connection between Escalon and Ripon was permanently disconnected by the provider, TPx Communications. The line was discontinued by TPx because they are moving away from outdated T-1 technologies. Unfortunately, Ripon PD was not made aware of this until two weeks prior to the disconnection. Ripon PD communicated to TPx that this line was servicing 911 emergency services, but were informed by TPx that an extension was not possible.

The T-1 disconnection prevented Ripon and Escalon from sharing Ripon PD Channel 1. La Rue Communications added an additional channel in the Ripon Communications Center for Escalon to communicate on a separate channel. This presented a challenge, as now the Ripon Communications Center was monitoring three separate radio channels. This quickly overwhelmed the Communications Center, causing an officer safety issue due to missing pertinent radio traffic.

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In September 2023, La Rue Communications installed a device (converting analog to digital) in hopes that Ripon and Escalon would be able to share Channel 1 again. After months of testing and usage, this has proven not to be a long-term solution. The device has proven to be unreliable, randomly shutting down at various times, causing a public safety issue due to not being able to communicate with Escalon.

DISCUSSION/ANALYSIS:

Staff requested a proposal from La Rue Communications for the replacement/upgrade of equipment that will make it possible for Ripon and Escalon to share Ripon PD Channel 1 again.

La Rue Communications has recommended this replacement/upgrade of equipment of Ripon’s radio communications system, even if the City were not providing dispatch services for the City of Escalon. Staff were aware this upgrade needed to be eventually completed based on a survey that was completed by La Rue Communication in 2021, but the T-1 disconnection expedited the urgency to complete this project.

The estimate from La Rue Communications and the list of equipment to be purchased is attached to this staff report. It should be noted, Escalon Police Department will reimburse the City of Ripon 50% of the cost for the Zetron hardware & software, and 10 hours of labor to install the equipment, totaling $7,531.33. In addition, at the recommendation of La Rue Communications, Escalon Police Department is purchasing a repeater to improve communications with the Ripon Communications Center.

In addition, a quote for switches and routers from CDW-G needed to complete this project has been included. The switches and routers will establish the connection from Escalon to Ripon via an IP address.

FISCAL IMPACT:

The budget for Fiscal Year 2023-24 does not include these costs for the replacement and upgrades that are being recommended. The City of Ripon’s fiscal impact for the upgrades and replacement of the equipment for radio Channel 1 would not exceed $119,304.46, after reimbursement from the City of Escalon. This expense will be funded by the General Department Capital Fund.

Attachments:

1. La Rue Communications Quote

2. Switch & Router Quote

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Please include invoice number(s) on your check
PO Box 8293
Stockton, CA 95208
[email protected]
www.laruecom.com
Estimate ESTIMATE # 1240
DATE 01/09/2024

ADDRESS
The City of Ripon
259 N. Wilma Ave.

Ripon, CA 95366
PLEASE DETACH TOP PORTION AND RETURN WITH YOUR PAYMENT.

QTY ACTIVITY RATE AMOUNT
1 Tait UHF 100 watt repeater 27,751.00 27,751.00T
3 Tait UHF voting receiver (1 at each of the following locations: Fowler Peak, Mistlan Tower, and Fire Station)
16,873.00 50,619.00T
1 Zetron hardware & software to connect the dispatch console and Tait repeater ch. 1 system (half to be paid by Escalon PD)
10,731.00 10,731.00T
1 Service Advantage Package for Tait repeater 2,775.10 2,775.10 3 Service Advantage Package for Tait voting receivers 1,687.30 5,061.90 80 Labor (total 80 hours, 10 hours to be paid by Escalon PD) 175.00 14,000.00 2-year warranty included with Tait equipment.

New equipment/upgrade allows simultaneous dispatching and direct communication between Ripon PD and Escalon PD.

SUBTOTAL 110,938.00
TAX (7.75%) 6,905.33
TOTAL $117,843.33
Accepted By Accepted Date

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Attachment: La Rue Communications Quote (4144 : Radio Tower Upgrades) Hardware Software Services IT Solutions Brands Research Hub

QUOTE CONFIRMATION
Thank you for choosing CDW. We have received your quote.

HUNTER CROSBY,
Thank you for considering CDW•G for your technology needs. The details of your quote are below. If you are an eProcurement or single sign on customer, please log into your system to access the CDW site. You can search for your quote to retrieve and transfer back into your system for processing.

For all other customers, click below to convert your quote to an order.

This quote is subject to CDW's Third Party Cloud Services Order Form Terms and Conditions set forth at
https://www.cdwg.com/content/cdwg/en/terms-conditions/third-party-cloud-services-order-form-ter ms-and-conditions-.html
Convert Quote to Order
QUOTE # QUOTE DATE QUOTE REFERENCE CUSTOMER # GRAND TOTAL NTBM402 2/15/2024 RIPON CISCO UBIQUITI 1424698 $8,992.46

IMPORTANT - PLEASE READ
Special Instructions: TAX:MULTIPLE TAX JURISDICTIONS APPLY TAX: CONTACT CDW FOR TAX DETAILS

QUOTE DETAILS
ITEM QTY CDW# UNIT PRICE EXT. PRICE
Ubiquiti UniFi Switch Lite USW-Lite-8-POE - switch - 8 ports - managed
4 6262654 $121.63 $486.52
Mfg. Part#: USW-LITE-8-POE
TAX: RIPON, CA 7.7500% $37.71
Contract: California AEPA-022G / CalSave (022-G)
Cisco Integrated Services Router 1111 - router - desktop 5 4870855 $1,166.41 $5,832.05 Mfg. Part#: C1111-4P
UNSPSC: 43222609
TAX: RIPON, CA 7.7500% $451.98
Contract: California Cisco NVP Data Comm AR3227 - Local (AR3227 7-20-47-01)
Cisco SMARTnet - extended service agreement 5 5686132 $117.38 $586.90 Mfg. Part#: CON-SNT-C11114P
UNSPSC: 81111811
Electronic distribution - NO MEDIA
TAX: RIPON, CA .0000% $.00
Contract: California Cisco NVP Data Comm AR3227 - Local (AR3227 7-20-47-01)
Cisco Application Experience - license - 1 license 5 4870868 $319.46 $1,597.30 Mfg. Part#: SL-1100-4P-APP
UNSPSC: 43233204
Electronic distribution - NO MEDIA
TAX: RIPON, CA .0000% $.00

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Attachment: Switch & Router Quote (4144 : Radio Tower Upgrades)

QUOTE DETAILS (CONT.)
Contract: California Cisco NVP Data Comm AR3227 - Local (AR3227 7-20-47-01)
These services are considered Third Party Services, and this purchase is subject to CDW’s Third Party Cloud Services Terms and Conditions, unless you have a written agreement with CDW covering your purchase of products and services, in which case this purchase is subject to such other written agreement.

The third-party Service Provider will provide these services directly to you pursuant to the Service Provider’s standard terms and conditions or such other terms as agreed upon directly between you and the Service Provider. The Service Provider, not CDW, will be responsible to you for delivery and performance of these services. Except as otherwise set forth in the Service Provider’s agreement, these services are non-cancellable, and all fees are non-refundable.

SUBTOTAL $8,502.77
SHIPPING $0.00
SALES TAX $489.69
GRAND TOTAL $8,992.46

PURCHASER BILLING INFO DELIVER TO
Billing Address:

THE CITY OF RIPON

ACCTS PAY
259 N. WILMA AVE
RIPON, CA 95366
Phone: (209) 599-2108
Payment Terms: Net 30 Days-Govt State/Local
Shipping Address:

THE CITY OF RIPON

HUNTER CROSBY
259 N WILMA AVE
RIPON, CA 95366-3028
Phone: (209) 599-2108
Shipping Method: UPS Ground (2-3 days)
Please remit payments to:

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Suite 1515
Chicago, IL 60675-1515
Sales Contact Info
Sean McInerney | (877) 325-6224 | [email protected]
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© 2024 CDW•G LLC, 200 N. Milwaukee Avenue, Vernon Hills, IL 60061 | 800.808.4239

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Attachment: Switch & Router Quote (4144 : Radio Tower Upgrades) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Jane Kilgore, Deputy City Clerk
Date: 03/12/2024
Subject: Proclamation - Ripon High School
RECOMMENDED ACTION:

Present a proclamation to Ripon High School in recognition of its outstanding athletic accomplishments.

Attachments:

1. Ripon High Proclamation-23

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Attachment: Ripon High Proclamation-23 (4143 : Proclamation - Ripon High School) 555 West Benjamin Holt Drive, Bldg A
Stockton, CA 95207-3888
City of Ripon Fees Invoice Date:

Fee Group Name:

Fee Group Number:

Due Date:

February 15, 2024
March 16, 2024
132
City of Ripon Fees
209-929-1558
Administrative Officer: Marina Ortiz
Invoiced Fee Summary
Current Semi-annual Fees $56,101.42
Balance From Previous Invoice $0.00
Payments Received $0.00
Total Amount Due $56,101.42
Customer Copy
Detach and return portion below in the enclosed envelope.

Should you have any questions or comments, please contact your administrator. Fees not paid in 30 days will be charged to the account.

IMPORTANT PAYMENT INFORMATION
555 West Benjamin Holt Drive, Bldg A
Stockton, CA 95207-3888
Bank Of Stockton Wealth Management Group
Invoice:

Fee Group Name:

Invoice Date: February 15, 2024
Amount Due: $56,101.42
Amount Paid:

Please Remit Payment To:

PAYMENT DUE 30 DAYS FROM INVOICE DATE
ATTN: LISA ROOS
259 N WILMA AVENUE
RIPON, CA 95366

CITY OF RIPON
555 West Benjamin Holt Drive, Bldg A
Stockton, CA 95207-3888
City of Ripon Fees
1626077
Bank Of Stockton Wealth Management Group
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Attachment: Bank of Stockton semi-annual fee invoice 2024.02 (4172 : Bank of Stockton) 555 West Benjamin Holt Drive, Bldg A
Stockton, CA 95207-3888
City of Ripon Fees Invoice Date:

Fee Group Name:

Fee Group Number:

Due Date:

February 15, 2024
March 16, 2024
132
City of Ripon Fees
Accounts Included on this Invoice
XXXXX1016 CITY OF RIPON - MAIN ACCOUNT
XXXXX1024 CITY OF RIPON FBO ROBINA STEPHENS
XXXXX10B4 CITY OF RIPON FBO LISA ROOS
XXXXX10C2 CITY OF RIPON FBO BRUCE L REEH
XXXXX10D0 CITY OF RIPON FBO JOANNE BEUKELMAN
XXXXX10F5 CITY OF RIPON FBO JUSTO VALENCIA
XXXXX10H9 CITY OF RIPON FBO MACY JOSEPH-GREEN
XXXXX1115 CITY OF RIPON FBO DON MEEUWSE
XXXXX1255 CITY OF RIPON FBO VICTORIA MCGEE
XXXXX1289 CITY OF RIPON FBO TODD HATCH
XXXXX12B2 CITY OF RIPON FBO CRISTINA MEDEIROS
XXXXX1347 CITY OF RIPON FBO LINDA VAN TOL
XXXXX1404 CITY OF RIPON FBO JAKE LOOGMAN
XXXXX1438 CITY OF RIPON FBO KYE STEVENS
XXXXX1453 CITY OF RIPON FBO JOAQUIN MURRIETTA
XXXXX1461 CITY OF RIPON FBO JAMES BODESON
XXXXX14B0 CITY OF RIPON FBO ELIZABETH QUILICI
XXXXX1537 CITY OF RIPON FBO KEN ZUIDERVAART
XXXXX1578 CITY OF RIPON FBO MITZI L. JOHNSTON
XXXXX1586 CITY OF RIPON FBO CARLA RODRIGUEZ
XXXXX1628 CITY OF RIPON FBO GEORGE VIEIRA
XXXXX1677 CITY OF RIPON FBO SARAH HOLLANDER
XXXXX1685 CITY OF RIPON FBO JOSEPH CORTES
XXXXX1701 CITY OF RIPON FBO SHERELLE NOPPE
XXXXX1743 CITY OF RIPON FBO NORMA CABELLO
XXXXX1750 CITY OF RIPON FBO ROBERT DELGADO, SR
XXXXX1768 CITY OF RIPON FBO JON E. JOHNSON
XXXXX1776 CITY OF RIPON FBO ANGEL MORENO
XXXXX1784 CITY OF RIPON FBO JERRY PIERCE
XXXXX1792 CITY OF RIPON FBO GAIL FRY
XXXXX1800 CITY OF RIPON FBO JAMES BELL
XXXXX1818 CITY OF RIPON FBO DOUG R. DOLLARHIDE
XXXXX1842 CITY OF RIPON FBO ALBERT BRAGA, II
XXXXX1875 CITY OF RIPON FBO DANIEL BRANNON
XXXXX1883 CITY OF RIPON FBO CHRISTINA CARO
XXXXX1891 CITY OF RIPON FBO FRANCIS BALDONADO
XXXXX1909 CITY OF RIPON FBO MARIA RIES
XXXXX1917 CITY OF RIPON FBO CHAD PADILLA
XXXXX1925 CITY OF RIPON FBO KEVIN WERNER
XXXXX1933 CITY OF RIPON FBO BRANDON HINKSTON
XXXXX1941 CITY OF RIPON FBO JAMES MORAD
XXXXX1958 CITY OF RIPON FBO JAMES PEASE
XXXXX2001 CITY OF RIPON FBO GERALDINE VANGORKUM
XXXXX3001 CITY OF RIPON FBO RICARDO TOVAR
XXXXX4001 CITY OF RIPON FBO MARK UECKER
XXXXX9001 CITY OF RIPON FBO ELIZABETH MILLARD
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Attachment: Bank of Stockton semi-annual fee invoice 2024.02 (4172 : Bank of Stockton) 555 West Benjamin Holt Drive, Bldg A
Stockton, CA 95207-3888
City of Ripon Fees Invoice Date:

Fee Group Name:

Fee Group Number:

Due Date:

February 15, 2024
March 16, 2024
132
City of Ripon Fees
XXXXX2001 CITY OF RIPON FBO RAMIRO GONZALEZ
XXXXX8001 CITY OF RIPON FBO JORDAN DE SA
XXXXX9001 CITY OF RIPON FBO SHELBY DEHAVEN
XXXXX9002 CITY OF RIPON FBO ROBERT MAES
XXXXX9003 CITY OF RIPON FBO HEATHER MARTIN
XXXXX9004 CITY OF RIPON FBO VANESSA LEMUS
XXXXX3001 CITY OF RIPON FBO COLE BECKERDITE
XXXXX6001 CITY OF RIPON FBO DANIEL HUERTA
XXXXX7001 CITY OF RIPON FBO NATHAN NOBLES
XXXXX7002 CITY OF RIPON FBO STEVEN COLEY
XXXXX0001 CITY OF RIPON FBO JANE KILGORE
XXXXX0001 CITY OF RIPON FBO AHATZIN F. ARANDA
XXXXX0002 CITY OF RIPON FBO CARLOS CAMPOS
XXXXX0003 CITY OF RIPON FBO AMANDA MULDER
XXXXX2001 CITY OF RIPON FBO KARSTEN GERDES
XXXXX3001 CITY OF RIPON FBO PAUL BENEVIDES
XXXXX3002 CITY OF RIPON FBO SARAH COLLINS
XXXXX6001 CITY OF RIPON FBO ANTHONY M. GONZALES
XXXXX0001 CITY OF RIPON FBO STEVEN NGUYEN
XXXXX0002 CITY OF RIPON FBO NICHOLAS FEREIRA
XXXXX1001 CITY OF RIPON FBO ALEJANDRO ARIAS
XXXXX2001 CITY OF RIPON FBO CHRISTIANA GIEDD
Current Fees:
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Attachment: Bank of Stockton semi-annual fee invoice 2024.02 (4172 : Bank of Stockton) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Ken Zuidervaart, Planning Director
Date: 03/12/2024
Subject: Community Development Block Grant and Home Programs RECOMMENDED ACTION: Should the City Council agree with staff’s recommendation, the following motion would be appropriate:
“The City Council approves the recommended 2024-2025 CDBG and HOME Programs funding allocations and directs staff to process the necessary documentation with San Joaquin County to facilitate this grant program.”
DISCUSSION/ANALYSIS:

The Community Development Block Grant (CDBG) program is a flexible program that provides communities with resources to address a wide range of unique community development needs.

The CDBG program allocates annual grants to urban counties to develop viable communities by providing decent housing, a suitable living environment, and opportunities to expand economic opportunities, principally for low- and moderate-income persons. CDBG funds must be used for activities that benefit low- and moderate-income persons. In addition, each activity must meet one of the following national objectives for the program: benefit low- and moderate-income persons, prevention or elimination of slums or blight, or address community development needs having a particular urgency because existing conditions pose a serious and immediate threat to the health or welfare of the community for which other funding is not available.

The Department of Housing and Urban Development (HUD), administered through the County of San Joaquin, anticipates providing Ripon an estimated $89,533 in CDBG funds and $32,121 in HOME funds for the 2024-2025 funding cycle, intended to assist in resolving identified community development needs and housing problems. Of the estimated $89,533 in CDBG funds, fifteen percent shall be obligated ($13,430) to public service programs serving the needs of low- and moderate-income persons within the City of Ripon.

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CDBG Grant Funds
CDBG funds are essentially broken into two categories, 85% of the funds can be used for Public Works Programs (i.e. Public Facilities and Improvements such as infrastructure improvements) and no more than 15% shall be obligated for public service programs serving the needs of lowincome families in the community.

This year the City of Ripon is slated to receive approximately $89,533 in CDBG funds. Of those funds, approximately $71,103 can be used for a Public Works Program/Project and $5,000 for administrative allowance.

Over the years, the City has had difficulty finding eligible projects to use our CDBG funds due to the fact that Ripon does not have any eligible census tracts that meet the low- to moderateincome requirements. Therefore, money was mostly used on updating handicap ramps throughout the community, which was an eligible project. Additionally, our Senior Center is a facility in Ripon that is eligible for use of these funds, since seniors automatically qualify under CDBG funding requirements. This year Staff is recommending to allocate the Public Works portion of the funds to a new Senior Center Interior Rehab Project. The project will consist mainly of interior improvements and rehabilitation to include but not be limited to:
 Kitchen improvements and upgrades;
 Restroom improvements and upgrades;
 Flooring replacement;
 Other miscellaneous interior improvements to various rooms and hallways to include sheetrock repair, painting, etc.
 Exterior painting of the entire facility;
 Installation of a bocce ball court on the west side of the facility, to include shade covers and benches.

To date, the City of Ripon currently has approximately $329,000 in CDBG funds which is allocated to the Senior Center Façade Retrofit project. Additionally, the City received one time COVID CDBG funds of $54,092 and $58,390 to be used for pandemic relief and/or for pandemic preparedness. Both these funds have been allocated to the Senior Center Façade Retrofit project as well, bringing the grand total for this project to approximately $441,650 for this project. The City has already purchased the shade structure for the Façade Retrofit project and the Engineering Department is currently preparing the specs so the project can go out to bid.

For this year’s project, the Senior Center Interior Rehab Project, the City is anticipating receiving approximately $71,103 in CCBG funds which will be allocated to this year’s project for the 2024-2025 CDBG Funding cycle. If there are any funds remaining after bidding the Senior Center Façade Retrofit project listed above, the City can reallocate those additional funds to this years project (Senior Center Interior Rehab Project) at a future public hearing.

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For the public service programs portion of the funds (15%), the County of San Joaquin has made some changes to how the CDBG funds are to be dispersed to each of the participating jurisdictions, due to an audit and recommended changes from HUD. Many of the public service agencies provide services to all of the participating jurisdictions throughout the County and ask for funds from each city. Each city was then responsible for managing their own contracts with these jurisdictions, which caused duplicated efforts in each city. One of the significant changes to the program is that now the County will manage these contracts for the public agencies providing services to multiple jurisdictions, eliminating the need for multiple contracts with each agency. The other request from HUD is that contracts entered into with public agencies have a minimum funding of at least $5,000. This eliminates many duplicative man-hours for contracts only worth $1,000 to $1,500 within each of the jurisdictions.

Following are the applications received either by the City of Ripon directly or by San Joaquin County requesting funds for providing services within the City of Ripon. The total funds available for public service programs for the 2024-2025 CDBG funding cycle is $13,430.+ Four public service applications were received:
 Bethany Home Society is requesting $5,813 to continue the meals on wheels program providing approximately 12,000 fresh meals five days a week to 138 Ripon seniors annually through a congregate setting and delivery to homebound seniors. Staff is recommending funding for this program in the amount of $5,813. (Received by the City of Ripon – City of Ripon Contract)  Emergency Food Bank of Stockton/San Joaquin (Mobile Farmers Market) is requesting $2,500 for their Mobile Farmer’s Market program. This program targets two sites in Ripon, the Ripon Senior Center and the Head Start program at Ripona Elementary School. The overall goal of the program is to see a community strengthened by providing access to fresh fruits and vegetables, healthy cooking demonstrations, health and nutrition related information/handouts and CalFresh (food stamp) information, all in an effort to encourage healthy eating and prevent/reduce the development of chronic health diseases affecting those most vulnerable in our community. Due to the remaining public service funds available and requested amounts, Staff is recommending funding for this program in the amount of $2,500 which is 100% of their requested funds. (Received by San Joaquin County on behalf of the City of Ripon – San Joaquin County Contract).
 Meals on Wheels is requesting $2,903 for their services offered for Ripon residents. Meals on Wheels provides home delivered nutritious meals and personal contact to homebound seniors within each of the cities in San Joaquin County. In order to be eligible, a person must be both 60 years of age or older and homebound. Those seniors that live alone, are older & frail, are the highest priority for the home delivery service. A spouse under 60 or a disabled dependent adult that resides with an eligible senior and is also homebound is also eligible for the meal service. A 5-pack of frozen meals are delivered to your door weekly, along with fresh milk and fruit. All menus are

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reviewed by 2 nutritionists to ensure compliance with Federal Guidelines.

Meals are designed to be low fat, low salt, and low sugar. Meals are delivered once a week by 2pm. Due to the remaining public service funds available and requested amounts, Staff is recommending funding for this program in the amount of $2,903, which is 100% of their requested funds. (Received by San Joaquin County on behalf of the City of Ripon – San Joaquin County Contract).
 San Joaquin County Fair Housing is requesting $2,214 for their services offered for Ripon residents. The services that they provide include information on tenants and landlord rights and responsibilities; mediation to individuals as an alternative to resolve housing issues for tenants, property management, and owners; seminars and training which include fair housing laws and basic property management for landlords as well as training for tenants including how to locate rentals, proper notices to landlords, etc.; and Counseling for landlords and tenants to help them better understand their rights and responsibilities concerning rental units. Due to the remaining public service funds available and requested amounts, Staff is recommending funding for this program in the amount of $2,214, which is 100% of their requested funds. (Received by San Joaquin County on behalf of the City of Ripon – San Joaquin County Contract).

Due to the revamped distribution process requested by the County and HUD the City of Ripon is recommending funding Bethany Home at their full $5,000 request, which is the minimum funding allocation per public service agency for each jurisdiction. The remaining funds, $8,430 will be split as indicated above with the County monitoring the applications for those public service agencies that have applied at the County level that provide services within the City of Ripon.

HOME Grant Funds
HOME funds are allocated to the City of Ripon on a formula basis each year similar to the CDBG funding. For fiscal year 2024-2025 Ripon is expected to receive approximately $32,121 in HOME Funds again. HOME funds are to be used for a variety of low-income housing activities such as tenant-based rental assistance, housing rehabilitation, assistance to homebuyers, and new construction of affordable housing.

To date the City of Ripon has mostly allocated the HOME funds to a down payment assistance program that is administered by the County for the City of Ripon. The current balance of HOME Funds held by the County for the City of Ripon is roughly $206,000 not counting the anticipated 2024-2025 HOME fund allocation, which will bring our balance to approximately $238,000. Staff has been working with County Staff to bring forth some potential other uses for these funds, however until such time staff is recommending allocating this year’s HOME funds towards the down payment assistance program administered by the County for Ripon residents.

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Following is a chart showing the requested and recommended funding allocation for the 2024- 2025 CDBG and HOME fund allocations.
2024-2025 CDBG Fund Allocations
CDBG Projects Requested Recommended
Public Works Program:

Ripon Senior Center Interior Rehab Project $71,103 $71,103 Administration $ 5,000 $ 5,000
Sub-total $76,103 $76,103
Public Service Programs:

Bethany Home Society - Meal on Wheels $5,813 $5,813
S.J. County Fair Housing $2,214 $2,214
Meals on Wheels $2,903 $2,903
Emergency Food Bank - Mobile Farmer’s Market $2,500 $2,500 Sub-total $13,430 $13,430
Total $89,533 $89,533
2024-2025 HOME FUND ALLOCATION
GAP (Down Payment Assistant) Loans $32,121
Attachments:

1. Public Hearing Notice

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NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN, that The City of Ripon City Council will hold a public hearing on Tuesday, March 12, 2024, at 6:00 P.M., in the City of Ripon Council Chambers, 259 N.

Wilma Avenue, Ripon, on the following matter:

COMMUNITY DEVELOPMENT BLOCK GRANT and HOME PROGRAMS for Fiscal Year 2024-25 – The Department of Housing and Urban Development (HUD) has provided the community of Ripon an estimated $89,533 in CDBG (Community Development Block Grant) funds and an estimated $32,121 in HOME funds, intended to assist in resolving identified community development needs and housing problems.

THE PURPOSE OF THE PUBLIC HEARING WILL BE TO PROVIDE COMMUNITY

RESIDENTS THE OPPORTUNITY TO HEAR RECOMMENDATIONS ON PROPOSED PROJECTS AND PROVIDE COMMENTS TO THE CITY COUNCIL.

THE CITY OF RIPON
Ken Zuidervaart, Director
Planning and Economic Development
Publish: Friday, March 1, 2024

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Attachment: Public Hearing Notice (4179 : Community Development Block Grant and Home Programs) City Council
259 N. Wilma Avenue
Ripon, CA 95366
MEMO
To: Honorable City Council
From: Kevin Werner, City Administrator
Date: 03/12/2024
Subject: East Main Street Traffic Signal
RECOMMENDED ACTION:

Representatives from Fehr & Peers will present the traffic operations study findings and be available to answer any questions.

BACKGROUND:

The City was awarded $480,000 for the East Main Traffic Signal Project through the Congestion Mitigation and Air Quality (CMAQ) Program in 2019. The project proposes to install a traffic signal at the intersection of East Main Street and Highway 99 Northbound on/off ramps.

Currently traffic is controlled with stop signs. The funds received are only eligible for construction and include a 33% local match.

The City Council approved a proposal on February 14, 2023 from Fehr & Peers to perform a study to identify traffic conditions for current and buildout traffic volumes and recommended lane configuration at the East Main Street and Highway 99 intersection when the signal is installed. Additionally, Fehr & Peers will evaluate possible benefits to mitigate the impacts of cut-through traffic at this intersection.

DISCUSSION/ANALYSIS:

The Ripon East Main Street Traffic Operations Study is attached. Representatives from Fehr & Peers will make a presentation summarizing their findings at the City Council meeting and be available to answer any questions.

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FISCAL IMPACT:

The table below shows the funding breakdown for the project:

Task CMAQ
Funding
Transportation PFFP
Fund
Total Cost
Preliminary Engineering $0 $40,000 $40,000
Construction $480,000 $200,000 $680,000
All Tasks $480,000 $240,000 $720,000
The current balance in the Transportation PFFP Fund is $1.8 million.

Attachments:

1. Ripon East main Traffic Signal Study_1.12.24

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1013 Galleria Boulevard | Suite 255 | Roseville, CA 95678 | (916) 773-1900 | Fax (916) 773-2015 www.fehrandpeers.com
Memorandum
Date: January 12, 2024
To: Kevin Werner and Christiana Giedd, City of Ripon
From: Albee Wei and Fred Choa, Fehr & Peers
Subject: Ripon East Main Street Traffic Operations Study RS23-4251
Introduction
The City of Ripon proposes to install a traffic signal at the intersection of northbound State Route 99 (SR 99) Ramps/E Main Street (project intersection) in the City of Ripon, CA. See Figure 1 for project location. Fehr & Peers conducted a traffic operations analysis for three intersections in the study area to determine the potential benefits of the proposed project. This memorandum provides a summary of our findings.

The SR 99/E Main Street interchange is one of three access points for residents in the City of Ripon to cross SR 99 and the railroad that parallels on the west side the freeway. Located just north of the Stanislaus River, this interchange is frequently used by commuters who travel on local roadways, such as SR 99 Frontage Road, Austin Road, Ripon Road, and Jack Tone Road to bypass congestion on eastbound SR 120 and southbound SR 99 during the PM peak period. This diverted traffic causes additional delays for residents and businesses in Ripon and at the all-way stop controlled SR 99/E Main Street interchange.

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Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) ! ! !
Reynolds Dr
Main St
W Main St E Main St Ave A N Stockton Ave
W Washington St
S Stockton Ave
Ridge Ave
Pine St
W CaliforniaSt
Sunrise Ave
N Manley Rd
John Roos Ave
Prospect St
Frontage Rd
Key Ave
Ripona Ave
Mulholand Dr
Bogarin Ln
Quiet St
SpringCreek Dr
Gilbert Dr
N Elm Ave
Idaho St
N Locust Ave
E California St
E First St
E Main St
Wells Ln
Tornell Dr
Mcbrian Dr
S Manley Rd
St Jude Ln
Azalea St
Oak Ave
Fourth St
Oak Ave
Third St
Oregon St
First St
S Locust Ave
S Walnut Ave
Hillside St
N Stockton Ave
Franklin Ln
Opal Ln
Heritage Way
Virginia St
Mckee Ct
Montana St
Meyenberg Ave
Nourse Ave
NevadaSt
Garrison Way
S Parallel Ave
E Washington St
Mount Airy Ct
N Walnut Ave
Harbor Town Ln
E Fourth St
Stouffer St
Industrial Ave
SecondSt
1 2 3
\\fpgisdevApp01\DevGISLibrary\ServiceMXDs\RS\RS234251_Ripon_East_Main_Traffic_Signal\RS234251_Ripon_East_Main_Traffic_Signal.aprx Project Location
! Study Intersection
Parks
Figure 1
Å99
Å99
1 Proposed
Traffic Signal

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Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Analysis Methodology
Study Area and Data Collection
The study area is intended to reflect the necessary level of detail for the environmental process and Caltrans design requirements. The study area includes the project intersection and two adjacent intersections.

1. Southbound SR 99/E Main Street (all-way stop control)

2. Northbound SR 99/E Main Street (all-way stop control) – Project intersection

3. E Main Street/Oak Avenue/S Parallel Avenue (side-street stop control) Traffic count data at all study intersections was collected in August 2023, when school was in session and weather conditions were dry. Intersection turning movement counts were conducted during the AM (7:00 to 9:00) and PM (4:00 to 6:00) peak periods. We also conducted a field visit during both morning and evening time periods to observe traffic operations and queueing conditions. The recently constructed Starbucks coffee shop with drive-thru window, located in the southwest corner of the project intersection, was in operation, and traffic volume associated with the coffee shop was captured in the traffic count data. Traffic count data sheets are included in Appendix A.

The following study scenarios were analyzed:
• Existing;
• Existing Plus Proposed Hotel;
• Existing Plus Hotel With Traffic Signal;
• Design Year No Project; and
• Design Year With Traffic Signal.

Intersection Operations
The Synchro/SimTraffic microsimulation software package (Version 11) was used to analyze all study intersections. This program is consistent with the technical approach documented in the Highway Capacity Manual – 6th Edition (TRB, 2016) for calculating delay at intersections. SimTraffic is a sophisticated traffic microsimulation program that considers roadway design, intersection geometries, turn pocket storage lengths, and intersection control on intersection queuing and delays. Intersection delay and level of service results documented in the Traffic Operations Study are based on results from SimTraffic.

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The following sections describe the specific inputs, model parameters, and other aspects of the Synchro/SimTraffic modeling:

Existing Lane Configurations were entered into Synchro based on Existing 2023 aerial imagery measurements.

Design Year 2045 lane configurations were developed based on analysis results of the Intersection Operations Analysis. Conceptual and design drawings will be developed based on results of the Intersection Operations Study.

Peak Hour Factors:
• For Existing and Opening Year analysis, a peak hour factor (PHF) of 0.87 was used for the AM peak hour, and a PHF of 0.95 was used for the PM peak hour conditions based on traffic volume data.
• For Design Year analysis, a PHF of 0.92 was used to represent typical urban conditions.

Heavy Vehicle percentage:

1. The HCM definition (any vehicles with more than four wheels on the ground) was used to input heavy vehicles into Synchro/SimTraffic.

2. Based on traffic volume data, a truck percentage of 3% in the AM peak hour and 2% in the PM peak hour was used for all study scenarios.

Available pedestrian and bicyclist volume from AM peak hour and PM peak hour traffic count data collected was entered into Synchro/SimTraffic.

SimTraffic Modeling
• Consistent with Caltrans District 10 – Freeway and Highway Operations Branch preferences, the SimTraffic model was run for the entire peak hour using the following four 15-minute intervals:
◦ 15-minute – no PHF
◦ 15-minute – with PHF
◦ 15-minute – no PHF
◦ 15-minute – no PHF
• For each scenario, the results of 12 SimTraffic model runs were averaged to yield the reported conclusions. Outputs include average delay, 95th percentile vehicle queues, and total network performance (vehicle hours of delay, total stops, vehicle miles traveled, fuel consumption, greenhouse gas emissions etc.) as reported by SimTraffic.

Reported Results

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January 12, 2024

The following Total Network Performance Measurement of Effectiveness (MOEs) for the Synchro/SimTraffic Models are reported:
• Total Vehicle Hours of Delay (VHD) is defined as the amount of delay all vehicles incur within the project study area.
• Total Stops is defined as the total number of stops all vehicles incur within the project study area.
• Vehicle Distance Travelled in SimTraffic (VDT) is defined as the total distance all vehicles traveled within the project’s SimTraffic network. VDT is an indirect measurement of congestion. In general, VDT is high when denied entry is low (i.e., vehicles are able to enter the roadway network as opposed to unable to enter due to congestion and queueing) and when travel speed is high (i.e., vehicles are able to travel on the network instead of sitting in congested conditions).
• Average Speed is defined as the average speed of vehicles accelerating, decelerating and traveling through the Synchro/SimTraffic Model network. • Total Fuel Consumption is defined as the total gallons of fuel (gasoline and diesel) all vehicles use within the project study area.
• Total Vehicle Emissions is defined as the total kilograms (kg) of emissions (HC – Hydrocarbon, CO – Carbon Monoxide, NOx – Nitrogen Oxides) all vehicles emit while burning fossil fuels as they travel within the project study area. • Denied Entry is defined as the total number of vehicles that failed to enter the roadway network due to high congestion, where vehicle queues fill one or more roadway link segments and prevent additional vehicles from entering. • Individual approach movement, average overall intersection delay/LOS, and 95th percentile queue length by movement are reported for all study intersections.

Table 1 displays the delay range associated with each LOS category for signalized and unsignalized intersections.

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January 12, 2024

Table 1: Intersection LOS Thresholds
LOS
Delay1
Description Signalized Roundabout/
Unsignalized
A <10 <10 Operations with very low delay occurring with favorable progression and/or short cycle length.

B >10 to 20 >10 to 15 Operations with low delay occurring with good progression and/or short cycle lengths.

C >20 to 35 >15 to 25
Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear.

D >35 to 55 >25 to 35
Operations with longer delays due to a combination of
unfavorable progression, long cycle lengths, or high V/C ratios.

Many vehicles stop, and individual cycle failures are noticeable.

E >55 to 80 >35 to 50
Operations with high delay values indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences.

F >80 or
v/c>12
>50 or
v/c>12
Operation with delays unacceptable to most drivers occurring due to over saturation, poor progression, or very long cycle lengths.

Notes: 1. Delay is reported in seconds per vehicle.

2. Volume-to-capacity ratio is greater than 1 (demand exceeds capacity).

Source: Highway Capacity Manual 6th Edition (Transportation Research Board, 2016) Travel Demand Forecasts
The City of Ripon, Manteca, and Lathrop Model (Three City Model) was used to develop intersection volume forecasts for the study intersections. The Three City Model, originally developed based on the San Joaquin Council of Governments (SJCOG) Three-County RTP/SCS Air Quality Conformity Model, was significantly improved for all major components that comprise a travel demand model. The Base Year Model was originally developed using Existing Year 2020 land use data. The model network within the project study area was reviewed and refined. Traffic Analysis Zones (TAZs) were disaggregated to represent the land use more accurately in the study area. The Design Year 2045 model incorporates land use consistent with the City of Ripon General Plan. Unconstrained Design Year traffic volume forecasts were developed for all study intersections using the traffic forecasting adjustment procedure known as the “difference method”. For a given study intersection, this forecasting procedure is calculated as follows:

Design Forecast = Existing Volume + (Design Year Three City Model Volume – Base Year Three City Mode Volume)

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January 12, 2024

Existing Conditions
This chapter presents the traffic operations analysis results for Existing Year 2023 AM and PM peak hour conditions.

Intersection Operations
Table 2 presents the Existing Year 2023 AM and PM peak hour demand volume served for the SR 99/E Main Street Interchange off-ramps analyzed using SimTraffic 11.

Table 2: Off-Ramp Demand Volume – Existing Conditions
Off-Ramp Mode
AM Peak Hour PM Peak Hour
Percent
of Total
Volume
Demand Served Percent
Served
Percent
of Total
Volume
Demand Served Percent
SR 99
Southbound
Cars 97% 190 186 98% 98% 120 120 100%
Trucks 3% 6 6 100% 2% 2 2 100%
Total 100% 196 192 98% 100% 122 122 100%
SR 99
Northbound
Cars 97% 532 531 100% 98% 627 627 100%
Trucks 3% 16 16 100% 2% 13 13 100%
Total 100% 548 547 100% 100% 640 640 100%
Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 3 presents the Existing Year 2023 AM and PM peak hour demand volume served for the nine study intersections analyzed using SimTraffic. During the AM and PM peak hours, between 99% and 100% of the intersection demand volume are served.

Table 3: Intersection Demand Volume – Existing Conditions Intersection
AM Peak Hour PM Peak Hour
Demand Served Percent Demand Served Percent

1. SB SR 99 Ramps/E Main St (AWSC) 1,875 1,865 99% 1,655 1,646 99%

2. NB SR 99 Ramps/E Main St (AWSC) 1,861 1,847 99% 1,611 1,604 100%

3. E Main St/Oak Ave/S Parallel Ave (SSSC) 866 858 99% 669 659 99% Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

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January 12, 2024

Table 4 presents the Existing Year 2023 AM and PM peak hour demand volume operations by movement for the study intersections. During both AM and PM peak hour conditions, all study intersections operate at LOS A or B. Detailed results for the SimTraffic analysis are provided in Appendix B.

Table 4. Intersection Demand Volume Operations – Existing Conditions Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent

1. SB SR 99
Ramps/E Main St
(AWSC)
EBT 280 279 100% B 11.4 267 267 100% A 9.7
EBR 317 316 100% B 12.3 420 413 98% B 10.0
WBL 374 371 99% C 22.4 288 286 99% B 14.2
WBT 708 707 100% B 14.0 558 558 100% B 12.1
SBL 79 76 96% A 7.7 50 50 100% A 6.0
SBT 1 1 100% B 14.3 0 0 n/a A 0.0
SBR 116 115 99% A 4.6 72 72 100% A 3.4
Overall 1,875 1,865 99% B 14.2 1,655 1,646 99% B 11.0

2. NB SR 99
Ramps/E Main St
(AWSC)
EBU 1 0 0% A 0.0 0 0 n/a A 0.0
EBL 309 309 100% D 26.8 264 264 100% B 13.5
EBT 30 29 97% D 31.3 31 31 100% C 16.1
EBR 61 61 100% A 7.7 42 42 100% A 4.2
WBU 2 1 50% A 9.1 0 0 n/a A 0.0
WBL 45 45 100% A 9.0 19 19 100% A 6.4
WBT 56 56 100% B 11.6 23 23 100% A 8.8
WBR 450 449 100% A 5.6 275 273 99% A 2.3
NBU 1 1 100% B 13.9 0 0 n/a A 0.0
NBL 108 108 100% B 13.7 185 185 100% B 12.9
NBT 319 318 100% C 17.6 305 305 100% C 15.7
NBR 120 120 100% B 12.8 150 150 100% B 10.3
SBU 4 3 75% C 18.3 2 1 50% C 18.1
SBL 153 147 96% C 17.4 167 163 98% B 13.1

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January 12, 2024

Table 4. Intersection Demand Volume Operations – Existing Conditions Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent
SBT 75 73 97% C 18.0 67 67 100% B 13.8
SBR 127 127 100% A 6.8 81 81 100% A 6.3
Overall 1,861 1,847 99% B 14.4 1,611 1,604 100% B 10.9

3. E Main St/Oak
Ave/S Parallel Ave
(SSSC)
EBU 1 1 100% C 21.3 6 5 83% A 4.2
EBL 52 52 100% A 5.3 59 56 95% A 3.1
EBT 228 227 100% A 1.6 266 266 100% A 1.2
EBR 24 24 100% A 1.5 17 17 100% A 1.1
WBL 1 0 0% A 0.0 2 2 100% A 2.0
WBT 391 391 100% B 13.0 234 232 99% A 2.1
WBR 4 4 100% C 19.7 1 1 100% A 0.6
NBU 1 0 0% A 0.0 0 0 n/a A 0.0
NBL 24 21 88% C 16.8 15 14 93% A 8.8
NBT 1 0 0% A 0.0 2 2 100% B 11.6
NBR 1 1 100% A 5.9 0 0 n/a A 7.9
SBL 0 0 n/a A 0.0 3 2 67% B 10.0
SBT 1 0 0% A 0.0 2 0 0% A 0.0
SBR 137 137 100% B 11.7 62 62 100% A 5.6
Overall 866 858 99% A 9.2 669 659 99% A 2.4
Notes: AWSC = all-way stop-control. SSSC = side-street stop-control.

For signalized and stop sign controlled intersections, LOS/average delay in seconds per vehicle, and percent volume served are reported from an average of 12 runs from SimTraffic 11.

Figure 2 presents the Existing Year 2023 AM and PM peak hour traffic volumes, lane configurations and delay by movement.

Figure 3 presents the Synchro/SimTraffic Existing Conditions Intersection Geometrics for study intersections that exist in this scenario.

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Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) ! ! !
SecondSt
Main St
Frontage Rd
SParallel Ave
EFourth St
E Main St
SLocust Ave
S Manley Rd
ECaliforniaSt
ThirdSt
Oak Ave
SWalnut Ave
SElmAve
SStockton Ave
N Manley Rd
FirstSt
WMain St
Oregon St
Fourth St
PineSt
nI dustr ai l Ave
Meyenberg Ave
Gilbert Dr
WellsLn
GarrisonWay
N ElmAve
Ripona Ave
SpringCreek Dr
Tornell Dr
Key Ave
CappsWay
N Locust Ave
Mulholand Dr
LaurelwoodLn
Ave A
NWalnut Ave
NevadaSt
Nourse Ave
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SR 99 SB Off Ramp
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24 (15)
1 (2)1 (0)1 (0)
108 (185)319 (305)120 (150)
116 (72)1 (0)79 (50)
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391 (234)
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708 (558)
374 (288)
450 (275)
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1.SR 99SB On/Off Ramps/Main St 2.SR 99 NB On/Off Ramps/Main St/Frontage Rd 3.SParallel Ave/Oak Ave/E Main St \\fpgisdevApp01\DevGISLibrary\ServiceMXDs\RS\RS234251_Ripon_East_Main_Traffic_Signal\Fig02_EX_PHTV.mxd Peak Hour Traffic Volumes
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Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Figure 3: Synchro/SimTraffic Intersection Geometrics – Existing Conditions

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January 12, 2024

Table 5 presents the Existing Year 2023 AM and PM peak hour demand volume 95th Percentile Queue Lengths by Movement for the study intersections.

Table 5. Demand Volume 95th Percentile Queue Length – Existing Conditions Intersection Lane Storage AM Peak Hour PM Peak Hour

1. SB SR 99 Ramps/E Main St
(AWSC)
EB TH 847 117 104
EB RT 847 180 162
WB LT 230 190 108
WB TH 1,171 173 73
WB TH 1,171 94 80
SB LT 1,205 63 51
SB TH/RT 270 64 49

2. NB SR 99 Ramps/E Main St
(AWSC)
EB LT/TH 1,202 301 138
EB RT 220 145 51
WB U/LT/TH 49 72 47
WB RT 49 177 113
NB LT/TH 105 132 134
NB TH/RT 806 159 135
SB U/LT/TH 1,171 126 101
SB RT 1,171 65 56

3. E Main St/Oak Ave/S Parallel
Ave (SSSC)
EB U/LT/TH/RT 49 67 61
WB LT/TH/RT 942 304 38
NB U/LT/TH/RT 802 49 34
SB LT/TH/RT 988 101 58
Notes: 95th percentile queue length in feet is reported from an average of 12 runs from SimTraffic 11. Bold and underline font indicate a queue length that exceeds the storage length.

Table 6 presents the total network performance measures of effectiveness (MOEs) for the Synchro/SimTraffic Models for Existing Year 2023 AM and PM peak hour Conditions for the project area.

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Table 6. Demand Volume Total Network Performance – Existing Conditions Measure of Effectiveness SimTraffic Output
Name AM Peak Hour PM Peak Hour
Vehicle Hours of Delay (VHD) Total Delay (hrs) 20.1 13.3 Total Stops Total Stops 4,483 3,939
Vehicle Distance Traveled in
SimTraffic Network (VDT) Travel Distance (miles) 1,212 1,074 Vehicle Hours Traveled (VHT) Travel Time (hrs) 61 49
Average Speed (mph) Avg Speed (mph) 20 22
Total Fuel Consumption (gallons) Fuel Used (gal) 42.4 36.4 Total Vehicle Emissions (kg) HC, CO, NOx Emission
(g)/1,000 31.0 24.1
Denied Entry Denied Entry After 0 0
Notes: Network performance results are from an average of 12 runs from SimTraffic 11.

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Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Existing Plus Proposed Hotel
Conditions
This chapter presents the traffic operations analysis results for Existing Year 2023 Plus Proposed Hotel AM and PM peak hour conditions. The proposed 91-room Townplace Suites by Marriott hotel, located at the northwest corner of the project intersection, would generate an estimated 416 new daily vehicle trips, 34 new trips during the AM peak hour, and 31 new trips during the PM peak hour. Table 7 presents the hotel’s trip generation estimate.

Table 7. Hotel Trip Generation Estimate
Project ITE Land Use
(Code) Rooms
Trip Generation Estimate
Daily AM Peak Hour PM Peak Hour
Total In Out Total In Out Total
Ripon
Marriott
Business Hotel
(312) 91 416 13 21 34 17 14 31
Notes: Trip generation equations obtained from Trip Generation Manual, 11th Edition (Institute of Transportation Engineers, 2021).

Source: Fehr & Peers, 2024
Table 8 displays the expected trip distribution for the proposed hotel. As shown, the majority of the vehicle trips are expected to be distributed to/from SR 99 (88%), and a small portion of the trips (12%) would distribute along primary access roads such as E Main Street and Frontage Road.

Table 8. Hotel Trip Distribution
Trip Distributions
To/From
AM Peak Hour PM Peak Hour
Inbound Outbound Inbound Outbound
Northbound 99 8 7 9 8
Southbound 99 4 11 5 5
Local Streets 1 3 3 1
Total Trips 13 21 17 14
Source: Fehr & Peers, 2024

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January 12, 2024

The estimated hotel trips were assigned to the study intersections in accordance with the trip distribution and permitted driveway turning movements. Those trips were then added to the existing volumes to yield the Existing Plus Proposed Hotel volumes.

Intersection Operations
Table 9 presents the Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour demand volume served for the SR 99/E Main Street Interchange off-ramps analyzed using SimTraffic 11.

Table 9: Off-Ramp Demand Volume – Existing Plus Proposed Hotel Off-Ramp Mode
AM Peak Hour PM Peak Hour
Percent
of Total
Volume
Demand Served Percent
Served
Percent
of Total
Volume
Demand Served Percent
SR 99
Southbound
Cars 97% 194 192 99% 98% 124 124 100%
Trucks 3% 6 6 100% 2% 3 3 100%
Total 100% 200 198 99% 100% 127 127 100%
SR 99
Northbound
Cars 97% 539 533 99% 98% 638 633 99%
Trucks 3% 17 16 94% 2% 13 13 100%
Total 100% 556 549 99% 100% 651 646 99%
Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 10 presents the Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour demand volume served for the nine study intersections analyzed using SimTraffic. During the AM and PM peak hours, between 98% and 100% of the intersection demand volume are served.

Table 10: Intersection Demand Volume – Existing Plus Proposed Hotel Intersection
AM Peak Hour PM Peak Hour
Demand Served Percent Demand Served Percent

1. SB SR 99 Ramps/E Main St (AWSC) 1,887 1,885 100% 1,668 1,656 99%

2. NB SR 99 Ramps/E Main St (AWSC) 1,893 1,881 99% 1,642 1,621 99%

3. E Main St/Oak Ave/S Parallel Ave (SSSC) 867 863 100% 670 659 98% Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

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Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 11 presents the Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour demand volume operations by movement for the study intersections. During both AM and PM peak hour conditions, all study intersections are projected to operate at LOS A or B. Detailed results for the SimTraffic analysis are provided in Appendix B.

Table 11. Intersection Demand Volume Operations – Existing Plus Proposed Hotel Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent

1. SB SR 99
Ramps/E Main St
(AWSC)
EBT 281 281 100% B 11.5 269 268 100% A 9.9
EBR 317 317 100% B 10.7 420 420 100% B 11.3
WBL 379 379 100% C 20.0 293 289 99% B 14.4
WBT 710 710 100% B 13.9 559 552 99% B 12.0
SBL 83 81 98% A 7.4 55 55 100% A 6.4
SBT 1 1 100% A 7.5 0 0 n/a A 0.0
SBR 116 116 100% A 4.6 72 72 100% A 3.5
Overall 1,887 1,885 100% B 13.4 1,668 1,656 99% B 11.3

2. NB SR 99
Ramps/E Main St
(AWSC)
EBU 1 1 100% C 21.6 0 0 n/a A 0.0
EBL 316 316 100% D 27.5 268 260 97% B 12.2
EBT 31 31 100% D 34.4 32 31 97% C 15.8
EBR 72 70 97% A 4.1 50 50 100% A 3.2
WBU 2 2 100% A 5.6 0 0 n/a A 0.0
WBL 45 45 100% A 9.1 19 18 95% A 7.0
WBT 56 54 96% B 12.0 23 23 100% A 8.7
WBR 450 450 100% A 5.5 275 275 100% A 2.5
NBU 1 0 0% A 0.0 0 0 n/a A 0.0
NBL 116 115 99% C 15.3 194 192 99% B 12.0
NBT 319 314 98% C 18.0 307 304 99% B 14.3
NBR 120 120 100% B 13.9 150 150 100% A 9.6
SBU 4 4 100% C 18.9 2 1 50% B 13.9
SBL 153 153 100% C 18.4 167 162 97% B 13.7

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January 12, 2024

Table 11. Intersection Demand Volume Operations – Existing Plus Proposed Hotel Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent
SBT 75 74 99% C 18.9 67 67 100% B 14.9
SBR 132 132 100% A 7.0 88 88 100% A 6.5
Overall 1,893 1,881 99% B 14.9 1,642 1,621 99% B 10.3

3. E Main St/Oak
Ave/S Parallel Ave
(SSSC)
EBU 1 0 0% A 0.0 6 5 83% A 6.9
EBL 52 52 100% A 5.7 59 58 98% A 2.8
EBT 229 229 100% A 1.6 267 266 100% A 1.3
EBR 24 23 96% A 1.1 17 17 100% A 0.8
WBL 1 0 0% A 0.0 2 2 100% A 2.7
WBT 391 391 100% A 8.3 234 230 98% A 2.5
WBR 4 4 100% A 6.6 1 1 100% A 0.8
NBU 1 1 100% A 2.9 0 0 n/a A 0.0
NBL 24 24 100% C 15.2 15 14 93% A 9.6
NBT 1 1 100% B 12.8 2 2 100% A 7.1
NBR 1 1 100% A 4.0 0 0 n/a A 6.9
SBL 0 0 n/a A 0.0 3 2 67% A 9.2
SBT 1 0 0% A 0.0 2 0 0% A 0.0
SBR 137 137 100% B 11.2 62 62 100% A 5.9
Overall 867 863 100% A 6.8 670 659 98% A 2.6
Notes: AWSC = all-way stop-control. SSSC = side-street stop-control.

For signalized and stop sign controlled intersections, LOS/average delay in seconds per vehicle, and percent volume served are reported from an average of 12 runs from SimTraffic 11.

Figure 4 presents the Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour traffic volumes, lane configurations and delay by movement.

Figure 5 presents the Synchro/SimTraffic Existing Plus Proposed Hotel Conditions Intersection Geometrics for study intersections that exist in this scenario.

3.A.a
Packet Pg. 100 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) ! ! !
SecondSt
Main St
Frontage Rd
SParallel Ave
EFourth St
E Main St
SLocust Ave
S Manley Rd
ECaliforniaSt
ThirdSt
Oak Ave
SWalnut Ave
SElmAve
SStockton Ave
N Manley Rd
FirstSt
WMain St
Oregon St
Fourth St
PineSt
nI dustr ai l Ave
Meyenberg Ave
Gilbert Dr
WellsLn
GarrisonWay
N ElmAve
Ripona Ave
SpringCreek Dr
Tornell Dr
Key Ave
CappsWay
N Locust Ave
Mulholand Dr
LaurelwoodLn
Ave A
NWalnut Ave
NevadaSt
Nourse Ave
StoufferSt
VirginaSt
N Stockton Ave
E Main St 2 3 1
$!"
!"$
!"$
$!"
!"$
!"$
!"$
!"$
ac
!"$ d
c
cf
f k
ke
l
l
ea d
kf
kf SR 99 NB On/Off Ramps
SR 99 SB On RampS Parallel Ave
Main St Frontage Rd
Oak Ave
E Main St
SR 99 SB Off Ramp
Main St
1 (0)
24 (15)
1 (2)1 (0)1 (0)
116 (194)
319 (307)120 (150)
116 (72)1 (0)83 (55)
137 (62)1 (2)0 (3)132 (88)75 (67)153 (167)4 (2)
281 (269)
317 (420)
1 (0)
316 (268)
31 (32)
72 (50)
1 (6)
52 (59)
229 (267)
24 (17)
4 (1)
391 (234)
1 (2)
710 (559)
379 (293)
450 (275)
56 (23)
45 (19)
2 (0)

1.SR 99SB On/Off Ramps/Main St 2.SR 99 NB On/Off Ramps/Main St/Frontage Rd 3.SParallel Ave/Oak Ave/E Main St \\fpgisdevApp01\DevGISLibrary\ServiceMXDs\RS\RS234251_Ripon_East_Main_Traffic_Signal\Fig04_EX_PH_PHTV.mxd Peak Hour Traffic Volumes
and Lane Configurations -
Existing Plus Proposed Hotel Conditions
Figure 4
ÅÄ99
ÅÄ99
Proposed Hotel
Parks
Turn Lane a
AM (PM) Peak Hour Traffic Volume
!1 Study Intersection
èéëìí Traffic Signal
!"$ Stop Sign

3.A.a
Packet Pg. 101 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Figure 5: Synchro/SimTraffic Intersection Geometrics – Existing Plus Proposed Hotel Conditions

3.A.a
Packet Pg. 102 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 12 presents the Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour demand volume 95th Percentile Queue Lengths by Movement for the study intersections.

Table 12. Demand Volume 95th Percentile Queue Length – Existing Plus Proposed Hotel
Intersection Lane Storage AM Peak Hour PM Peak Hour

1. SB SR 99 Ramps/E Main St
(AWSC)
EB TH 847 120 100
EB RT 847 152 186
WB LT 230 175 105
WB TH 1,171 84 70
WB TH 1,171 91 79
SB LT 1,205 61 55
SB TH/RT 270 63 52

2. NB SR 99 Ramps/E Main St
(AWSC)
EB LT/TH 1,202 259 137
EB RT 220 58 53
WB U/LT/TH 49 75 46
WB RT 49 176 119
NB LT/TH 105 139 128
NB TH/RT 806 184 133
SB U/LT/TH 1,171 137 116
SB RT 1,171 64 56

3. E Main St/Oak Ave/S Parallel
Ave (SSSC)
EB U/LT/TH/RT 49 69 58
WB LT/TH/RT 942 175 45
NB U/LT/TH/RT 802 49 36
SB LT/TH/RT 988 95 61
Notes: 95th percentile queue length in feet is reported from an average of 12 runs from SimTraffic 11. Bold and underline font indicate a queue length that exceeds the storage length.

Table 13 presents the total network performance measures of effectiveness (MOEs) for the Synchro/SimTraffic Models for Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour Conditions for the project area.

3.A.a
Packet Pg. 103 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 13. Demand Volume Total Network Performance – Existing Plus Proposed Hotel
Measure of Effectiveness SimTraffic Output
Name AM Peak Hour PM Peak Hour
Vehicle Hours of Delay (VHD) Total Delay (hrs) 20.3 13.3 Total Stops Total Stops 4,596 3,963
Vehicle Distance Traveled in
SimTraffic Network (VDT) Travel Distance (miles) 1,241 1,079 Vehicle Hours Traveled (VHT) Travel Time (hrs) 61 50
Average Speed (mph) Avg Speed (mph) 20 22
Total Fuel Consumption (gallons) Fuel Used (gal) 43.7 36.5 Total Vehicle Emissions (kg) HC, CO, NOx Emission
(g)/1,000 32.5 23.7
Denied Entry Denied Entry After 0 0
Notes: Network performance results are from an average of 12 runs from SimTraffic 11.

3.A.a
Packet Pg. 104 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Existing Plus Hotel Plus Signal
Conditions
This chapter presents the traffic operations analysis results for Existing Year 2023 Plus Hotel Plus Signal AM and PM peak hour conditions. This scenario includes the operation of the proposed 91-room hotel, a traffic signal at the project intersection, and changes to lane configurations at the project intersection as shown in Table 14:

Table 14. Lane Configuration Changes
Approach Existing Lane Continuation Existing Plus Signal Lane Continuation
Eastbound Left turn/through lane
Right turn pocket
Left turn pocket
Through lane
Right turn pocket
Westbound Left turn/through lane
Right turn pocket
Left turn lane
Through/right turn lane
Northbound Left turn/through pocket
Through/right turn lane
Left turn pocket
Through lane
Right turn pocket
Southbound Left turn/through lane
Right turn pocket
Left turn lane
Through/right turn lane
Intersection Operations
Table 15 presents the Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour demand volume served for the SR 99/E Main Street Interchange off-ramps analyzed using SimTraffic 11.

3.A.a
Packet Pg. 105 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 15: Off-Ramp Demand Volume – Existing Plus Hotel Plus Signal Off-Ramp Mode
AM Peak Hour PM Peak Hour
Percent
of Total
Volume
Demand Served Percent
Served
Percent
of Total
Volume
Demand Served Percent
SR 99
Southbound
Cars 97% 194 194 100% 98% 124 124 100%
Trucks 3% 6 6 100% 2% 3 3 100%
Total 100% 200 200 100% 100% 127 127 100%
SR 99
Northbound
Cars 97% 539 525 97% 98% 638 635 100%
Trucks 3% 17 16 94% 2% 13 13 100%
Total 100% 556 541 97% 100% 651 648 100%
Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 16 presents the Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour demand volume served for the nine study intersections analyzed using SimTraffic. During the AM and PM peak hours, between 98% and 100% of the intersection demand volume are served.

Table 16: Intersection Demand Volume – Existing Plus Hotel Plus Signal Intersection
AM Peak Hour PM Peak Hour
Demand Served Percent Demand Served Percent

1. SB SR 99 Ramps/E Main St (AWSC) 1,887 1,869 99% 1,668 1,662 100%

2. NB SR 99 Ramps/E Main St (Signal) 1,895 1,873 99% 1,646 1,635 99%

3. E Main St/Oak Ave/S Parallel Ave (SSSC) 871 862 99% 682 671 98% Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 17 presents the Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour demand volume operations by movement for the study intersections. During both AM and PM peak hour conditions, all study intersections are projected to operate at LOS A or B. Detailed results for the SimTraffic analysis are provided in Appendix B.

3.A.a
Packet Pg. 106 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 17. Intersection Demand Volume Operations – Existing Plus Hotel Plus Signal
Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent

1. SB SR 99
Ramps/E Main St
(AWSC)
EBT 281 281 100% B 13.2 269 264 98% B 10.4
EBR 317 317 100% B 11.2 420 420 100% B 12.4
WBL 379 379 100% C 24.8 293 293 100% B 13.3
WBT 710 692 97% B 11.4 559 558 100% A 9.5
SBL 83 83 100% A 7.7 55 55 100% A 6.6
SBT 1 1 100% A 9.1 0 0 n/a A 0.0
SBR 116 116 100% A 4.6 72 72 100% A 3.5
Overall 1,887 1,869 99% B 13.8 1,668 1,662 100% B 10.7

2. NB SR 99
Ramps/E Main St
(Signal)
EBL 317 315 99% C 28.2 268 268 100% C 26.1
EBT 32 30 94% C 29.9 32 32 100% B 15.3
EBR 72 72 100% A 7.4 50 50 100% A 4.2
WBL 45 45 100% C 22.7 19 19 100% C 27.7
WBT 57 57 100% C 25.3 25 25 100% C 20.3
WBR 452 451 100% B 11.4 277 274 99% A 6.4
NBL 116 116 100% C 32.5 194 192 99% C 30.1
NBT 320 308 96% C 27.7 307 306 100% C 20.3
NBR 120 117 98% A 6.5 150 150 100% A 5.6
SBL 157 155 99% D 47.0 169 166 98% C 31.9
SBT 75 75 100% C 26.9 67 66 99% B 18.9
SBR 132 132 100% B 15.3 88 87 99% A 8.5
Overall 1,895 1,873 99% C 22.6 1,646 1,635 99% B 18.8

3. E Main St/Oak
Ave/S Parallel Ave
(SSSC)
EBL 52 51 98% A 6.1 65 63 97% A 3.2
EBT 233 227 97% A 2.7 269 265 99% A 1.2
EBR 24 24 100% A 1.5 17 17 100% A 0.9
WBL 1 0 0% A 0.0 2 1 50% A 4.0

3.A.a
Packet Pg. 107 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 17. Intersection Demand Volume Operations – Existing Plus Hotel Plus Signal
Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent
WBT 393 393 100% A 6.0 244 243 100% A 1.6
WBR 4 4 100% A 3.5 1 1 100% A 0.2
NBL 24 23 96% E 36.8 15 13 87% B 12.0
NBT 1 1 100% B 11.0 2 2 100% B 10.1
NBR 1 1 100% A 8.9 0 0 n/a A 0.0
SBL 0 0 n/a A 0.0 3 2 67% A 9.6
SBT 1 1 100% B 12.3 2 2 100% A 9.7
SBR 137 137 100% B 14.4 62 62 100% A 5.6
Overall 871 862 99% A 7.2 682 671 98% A 2.2
Notes: AWSC = all-way stop-control. SSSC = side-street stop-control.

For signalized and stop sign controlled intersections, LOS/average delay in seconds per vehicle, and percent volume served are reported from an average of 12 runs from SimTraffic 11.

Figure 6 presents the Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour traffic volumes, lane configurations and delay by movement.

Figure 7 presents the Synchro/SimTraffic Existing Plus Hotel Plus Signal Conditions Intersection Geometrics for study intersections that exist in this scenario.

3.A.a
Packet Pg. 108 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) ! ! !
SecondSt
Main St
Frontage Rd
SParallel Ave
EFourth St
E Main St
SLocust Ave
S Manley Rd
ECaliforniaSt
ThirdSt
Oak Ave
SWalnut Ave
SElmAve
SStockton Ave
N Manley Rd
FirstSt
WMain St
Oregon St
Fourth St
PineSt
nI dustr ai l Ave
Meyenberg Ave
Gilbert Dr
WellsLn
GarrisonWay
N ElmAve
Ripona Ave
SpringCreek Dr
Tornell Dr
Key Ave
CappsWay
N Locust Ave
Mulholand Dr
LaurelwoodLn
Ave A
NWalnut Ave
NevadaSt
Nourse Ave
StoufferSt
VirginaSt
N Stockton Ave
E Main St 2 3 1
$!"
!"$
!"$
èéëìí
!"$
ac
!"$ d
c
cf
ea
acf
d
d
ea d
ae
acf SR 99 NB On/Off Ramps
SR 99 SB On RampS Parallel Ave
Main St Frontage Rd
Oak Ave
E Main St
SR 99 SB Off Ramp
Main St
24 (15)
1 (2)1 (0)
116 (194)
320 (307)120 (150)
116 (72)1 (0)83 (55)
137 (62)1 (2)0 (3)132 (88)75 (67)157 (169)
281 (269)
317 (420)
317 (268)
32 (32)
72 (50)
52 (65)
233 (269)
24 (17)
4 (1)
393 (244)
1 (2)
710 (559)
379 (293)
452 (277)
57 (25)
45 (19)

1.SR 99SB On/Off Ramps/Main St 2.SR 99 NB On/Off Ramps/Main St/Frontage Rd 3.SParallel Ave/Oak Ave/E Main St \\fpgisdevApp01\DevGISLibrary\ServiceMXDs\RS\RS234251_Ripon_East_Main_Traffic_Signal\Fig06_EX_PH_PS_PHTV.mxd Peak Hour Traffic Volumes
and Lane Configurations -
Existing Plus Hotel Plus Signal Conditions
Figure 6
ÅÄ99
ÅÄ99
Proposed Hotel
Parks
Turn Lane a
AM (PM) Peak Hour Traffic Volume
!1 Study Intersection
èéëìí Traffic Signal
!"$ Stop Sign

3.A.a
Packet Pg. 109 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Figure 7: Synchro/SimTraffic Intersection Geometrics – Existing Plus Hotel Plus Signal Conditions

3.A.a
Packet Pg. 110 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 18 presents the Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour demand volume 95th Percentile Queue Lengths by Movement for the study intersections.

Table 18. Demand Volume 95th Percentile Queue Length – Existing Plus Hotel Plus Signal
Intersection Lane Storage AM Peak Hour PM Peak Hour

1. SB SR 99 Ramps/E Main St
(AWSC)
EB TH 847 145 111
EB RT 847 149 198
WB LT 230 250 140
WB TH 1,153 211 83
WB TH 1,153 142 95
SB LT 1,204 62 55
SB TH/RT 270 60 53

2. NB SR 99 Ramps/E Main St
(Signal)
EB LT 1,202 248 219
EB TH/RT 194 90 73
WB LT 100 67 48
WB TH 100 162 104
WB RT 25 81 76
NB LT 250 140 177
NB TH 815 238 196
NB RT 200 92 63
SB LT 1,153 206 147
SB TH/RT 1,153 155 97

3. E Main St/Oak Ave/S Parallel
Ave (SSSC)
EB U/LT/TH/RT 100 84 79
WB LT/TH/RT 959 157 19
NB U/LT/TH/RT 800 56 34
SB LT/TH/RT 1,005 116 63
Notes: 95th percentile queue length in feet is reported from an average of 12 runs from SimTraffic 11. Bold and underline font indicate a queue length that exceeds the storage length.

3.A.a
Packet Pg. 111 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 19 presents the total network performance measures of effectiveness (MOEs) for the Synchro/SimTraffic Models for Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour Conditions for the project area.

Table 19. Demand Volume Total Network Performance – Existing Plus Hotel Plus Signal
Measure of Effectiveness SimTraffic Output
Name AM Peak Hour PM Peak Hour
Vehicle Hours of Delay (VHD) Total Delay (hrs) 24.3 17.0 Total Stops Total Stops 4,265 3,734
Vehicle Distance Traveled in
SimTraffic Network (VDT) Travel Distance (miles) 1,228 1,084 Vehicle Hours Traveled (VHT) Travel Time (hrs) 63 54
Average Speed (mph) Avg Speed (mph) 20 20
Total Fuel Consumption (gallons) Fuel Used (gal) 44.1 37.8 Total Vehicle Emissions (kg) HC, CO, NOx Emission
(g)/1,000 31.3 26.7
Denied Entry Denied Entry After 0 0
Notes: Network performance results are from an average of 12 runs from SimTraffic 11.

3.A.a
Packet Pg. 112 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Design Year No Project Conditions
This chapter presents the traffic operations analysis results for Design Year 2045 No Project AM and PM peak hour conditions. Under Design Year No Project Conditions, the proposed hotel is assumed to be operational, and the hotel trips are included in the Design Year intersection volume forecast. In addition, projected unconstrained local and regional traffic growth based on the Three City Model as described in Travel Demand Forecasts section are included in the Design Year intersection volume forecasts.

Intersection Operations
Table 20 presents the Design Year No Project Conditions AM and PM peak hour demand volume served for the SR 99/E Main Street Interchange off-ramps analyzed using SimTraffic 11.

Table 20: Off-Ramp Demand Volume – Design Year No Project Off-Ramp Mode
AM Peak Hour PM Peak Hour
Percent
of Total
Volume
Demand Served Percent
Served
Percent
of Total
Volume
Demand Served Percent
SR 99
Southbound
Cars 97% 310 308 99% 98% 402 402 100%
Trucks 3% 10 10 100% 2% 8 8 100%
Total 100% 320 318 99% 100% 410 410 100%
SR 99
Northbound
Cars 97% 572 572 100% 98% 676 673 100%
Trucks 3% 18 18 100% 2% 14 14 100%
Total 100% 590 590 100% 100% 690 687 100%
Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 21 presents the Design Year No Project Conditions AM and PM peak hour demand volume served for the nine study intersections analyzed using SimTraffic. During the AM and PM peak hours, between 99% and 100% of the intersection demand volume are served.

3.A.a
Packet Pg. 113 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 21: Intersection Demand Volume – Design Year No Project Intersection
AM Peak Hour PM Peak Hour
Demand Served Percent Demand Served Percent

1. SB SR 99 Ramps/E Main St (AWSC) 2,120 2,100 99% 2,100 2,095 100%

2. NB SR 99 Ramps/E Main St (AWSC) 2,120 2,096 99% 1,950 1,940 99%

3. E Main St/Oak Ave/S Parallel Ave (SSSC) 978 971 99% 750 744 99% Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 22 presents the Design Year No Project Conditions AM and PM peak hour demand volume operations by movement for the study intersections. During both AM and PM peak hour conditions, all study intersections are projected to operate at LOS D or better; however, some movements of the project intersection are projected to operate at LOS E or F. Detailed results for the SimTraffic analysis are provided in Appendix B.

Table 22. Intersection Demand Volume Operations – Design Year No Project Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent

1. SB SR 99
Ramps/E Main St
(AWSC)
EBT 290 288 99% B 14.3 300 300 100% C 15.6
EBR 340 334 98% C 15.9 450 445 99% D 30.8
WBL 430 420 98% E 36.6 340 340 100% C 21.7
WBT 740 740 100% C 15.4 600 600 100% B 13.6
SBL 160 160 100% B 10.8 170 170 100% B 10.5
SBT 0 0 n/a A 0.0 0 0 n/a A 0.0
SBR 160 158 99% A 6.3 240 240 100% A 7.1
Overall 2,120 2,100 99% C 18.5 2,100 2,095 100% C 17.9

2. NB SR 99
Ramps/E Main St
(AWSC)
EBL 360 345 96% F 72.4 320 319 100% F 55.8
EBT 40 37 93% F 123.5 50 50 100% F 59.6
EBR 80 79 99% B 10.0 60 60 100% A 7.0
WBL 70 70 100% B 11.0 40 37 93% A 9.5
WBT 60 57 95% C 15.2 30 30 100% B 12.6
WBR 470 470 100% A 5.8 290 290 100% A 2.8

3.A.a
Packet Pg. 114 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 22. Intersection Demand Volume Operations – Design Year No Project Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent
NBL 120 120 100% D 28.3 210 207 99% E 40.1
NBT 340 340 100% D 31.2 330 330 100% E 37.9
NBR 130 130 100% D 26.1 150 150 100% D 26.8
SBL 200 198 99% E 46.6 180 180 100% D 30.8
SBT 90 90 100% E 45.8 120 117 98% D 31.3
SBR 160 160 100% A 7.5 170 170 100% A 8.2
Overall 2,120 2,096 99% D 31.7 1,950 1,940 99% D 29.9

3. E Main St/Oak
Ave/S Parallel Ave
(SSSC)
EBL 55 52 95% A 6.1 65 65 100% A 3.6
EBT 290 290 100% A 1.7 295 295 100% A 1.5
EBR 25 25 100% A 1.2 20 20 100% A 1.1
WBL 1 0 0% A 0.0 2 1 50% A 4.4
WBT 435 432 99% B 10.3 280 280 100% A 2.4
WBR 4 4 100% A 3.0 1 1 100% A 0.8
NBL 25 25 100% C 17.8 15 14 93% B 11.8
NBT 1 1 100% A 9.6 2 2 100% A 9.4
NBR 1 1 100% A 4.7 0 0 n/a A 0.0
SBL 0 0 n/a A 0.0 3 2 67% A 9.0
SBT 1 1 100% B 13.3 2 2 100% B 12.2
SBR 140 140 100% B 14.6 65 62 95% A 6.3
Overall 978 971 99% A 8.1 750 744 99% A 2.7
Notes: AWSC = all-way stop-control. SSSC = side-street stop-control.

For signalized and stop sign controlled intersections, LOS/average delay in seconds per vehicle, and percent volume served are reported from an average of 12 runs from SimTraffic 11.

Figure 8 presents the Design Year 2045 No Project Conditions AM and PM peak hour traffic volumes, lane configurations and delay by movement.

Figure 9 presents the Synchro/SimTraffic Design Year No Project Conditions Intersection Geometrics for study intersections that exist in this scenario.

3.A.a
Packet Pg. 115 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) ! ! !
SecondSt
Main St
Frontage Rd
SParallel Ave
EFourth St
E Main St
SLocust Ave
S Manley Rd
ECaliforniaSt
ThirdSt
Oak Ave
SWalnut Ave
SElmAve
SStockton Ave
N Manley Rd
FirstSt
WMain St
Oregon St
Fourth St
PineSt
nI dustr ai l Ave
Meyenberg Ave
Gilbert Dr
WellsLn
GarrisonWay
N ElmAve
Ripona Ave
SpringCreek Dr
Tornell Dr
Key Ave
CappsWay
N Locust Ave
Mulholand Dr
LaurelwoodLn
Ave A
NWalnut Ave
NevadaSt
Nourse Ave
StoufferSt
VirginaSt
N Stockton Ave
E Main St 2 3 1
$!"
!"$
!"$
$!"
!"$
!"$
!"$
!"$
ac
!"$ d
c
cf
fb
be
d
d
ea d
bf
bf SR 99 NB On/Off Ramps
SR 99 SB On RampS Parallel Ave
Main St Frontage Rd
Oak Ave
E Main St
SR 99 SB Off Ramp
Main St
25 (15)
1 (2)1 (0)
120 (210)340 (330)130 (150)
160 (240)0 (0)160 (170)
140 (65)1 (2)0 (3)160 (170)90 (120)200 (180)
290 (300)
340 (450)
360 (320)
40 (50)
80 (60)
55 (65)
290 (295)
25 (20)
4 (1)
435 (280)
1 (2)
740 (600)
430 (340)
470 (290)
60 (30)
70 (40)

1.SR 99SB On/Off Ramps/Main St 2.SR 99 NB On/Off Ramps/Main St/Frontage Rd 3.SParallel Ave/Oak Ave/E Main St \\fpgisdevApp01\DevGISLibrary\ServiceMXDs\RS\RS234251_Ripon_East_Main_Traffic_Signal\Fig08_DYNP_PHTV.mxd Peak Hour Traffic Volumes
and Lane Configurations -
Design Year No Project Conditions
Figure 8
ÅÄ99
ÅÄ99
Proposed Hotel
Parks
Turn Lane a
AM (PM) Peak Hour Traffic Volume
!1 Study Intersection
èéëìí Traffic Signal
!"$ Stop Sign

3.A.a
Packet Pg. 116 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Figure 9: Synchro/SimTraffic Intersection Geometrics – Design Year No Project Conditions

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Packet Pg. 117 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 23 presents the Design Year No Project Conditions AM and PM peak hour demand volume 95th Percentile Queue Lengths by Movement for the study intersections.

Table 23. Demand Volume 95th Percentile Queue Length – Design Year No Project Intersection Lane Storage AM Peak Hour PM Peak Hour

1. SB SR 99 Ramps/E Main St
(AWSC)
EB TH 847 138 189
EB RT 847 188 386
WB LT 230 299 169
WB TH 1,171 254 83
WB TH 1,171 116 87
SB LT 1,205 94 93
SB TH/RT 270 76 98

2. NB SR 99 Ramps/E Main St
(AWSC)
EB LT/TH 1,202 348 332
EB RT 220 70 64
WB LT/TH 49 90 67
WB RT 49 183 124
NB LT/TH 105 178 203
NB TH/RT 806 267 440
SB LT/TH 1,171 299 227
SB RT 1,171 71 74
EB LT/TH 1,202 348 332
EB RT 220 70 64

3. E Main St/Oak Ave/S Parallel
Ave (SSSC)
EB LT/TH/RT 49 68 63
WB LT/TH/RT 942 250 45
NB LT/TH/RT 802 51 37
SB LT/TH/RT 988 115 59
Notes: 95th percentile queue length in feet is reported from an average of 12 runs from SimTraffic 11. Bold and underline font indicate a queue length that exceeds the storage length.

Table 24 presents the total network performance measures of effectiveness (MOEs) for the Synchro/SimTraffic Models for Design Year No Project Conditions AM and PM peak hour Conditions for the project area.

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Packet Pg. 118 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 24. Demand Volume Total Network Performance – Design Year No Project Measure of Effectiveness SimTraffic Output
Name AM Peak Hour PM Peak Hour
Vehicle Hours of Delay (VHD) Total Delay (hrs) 47.1 34.8 Total Stops Total Stops 5,167 4,924
Vehicle Distance Traveled in
SimTraffic Network (VDT) Travel Distance (miles) 1,389 1,354 Vehicle Hours Traveled (VHT) Travel Time (hrs) 93 81
Average Speed (mph) Avg Speed (mph) 15 17
Total Fuel Consumption (gallons) Fuel Used (gal) 54.8 50 Total Vehicle Emissions (kg) HC, CO, NOx Emission
(g)/1,000 38.0 30.1
Denied Entry Denied Entry After 3 0
Notes: Network performance results are from an average of 12 runs from SimTraffic 11.

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Packet Pg. 119 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Design Year With Traffic Signal
Conditions
This chapter presents the traffic operations analysis results for Design Year 2045 With Project AM and PM peak hour conditions. Under Design Year With Traffic Signal Conditions, the proposed hotel is assumed to be operational, and the hotel trips are included in the Design Year intersection volume forecast. In addition, projected unconstrained local and regional traffic growth based on the Three City Model as described in Travel Demand Forecasts section are included in the Design Year intersection volume forecasts.

The Design Year With Traffic Signal includes the construction of a traffic signal at the project intersection. Approach lanes to the project intersection will be modified to include a left-turn pocket and a shared through/right lane in the westbound and southbound approach, and a left turn pocket, a through lane, and a right turn pocket in the northbound and eastbound approach, as shown in Table 14.

Intersection Operations
Table 25 presents the Design Year With Traffic Signal Conditions AM and PM peak hour demand volume served for the SR 99/E Main Street Interchange off-ramps analyzed using SimTraffic 11.

Table 25: Off-Ramp Demand Volume – Design Year With Traffic Signal Off-Ramp Mode
AM Peak Hour PM Peak Hour
Percent
of Total
Volume
Demand Served Percent
Served
Percent
of Total
Volume
Demand Served Percent
SR 99
Southbound
Cars 97% 310 308 99% 98% 402 402 100%
Trucks 3% 10 10 100% 2% 8 8 100%
Total 100% 320 318 99% 100% 410 410 100%
SR 99
Northbound
Cars 97% 572 572 100% 98% 676 671 99%
Trucks 3% 18 18 100% 2% 14 14 100%
Total 100% 590 590 100% 100% 690 685 99%
Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

3.A.a
Packet Pg. 120 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 26 presents the Design Year With Traffic Signal Conditions AM and PM peak hour demand volume served for the nine study intersections analyzed using SimTraffic. During the AM and PM peak hours, between 99% and 100% of the intersection demand volume are served.

Table 26: Intersection Demand Volume – Design Year With Traffic Signal Intersection
AM Peak Hour PM Peak Hour
Demand Served Percent Demand Served Percent

1. SB SR 99 Ramps/E Main St (AWSC) 2,120 2,098 99% 2,100 2,096 100%

2. NB SR 99 Ramps/E Main St (Signal) 2,120 2,105 99% 1,950 1,941 100%

3. E Main St/Oak Ave/S Parallel Ave (SSSC) 978 976 100% 750 742 99% Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 27 presents the Design Year With Traffic Signal Conditions AM and PM peak hour demand volume operations by movement for the study intersections. During both AM and PM peak hour conditions, all study intersections are projected to operate at LOS C or better. With the proposed traffic signal control, all movements of the project intersection are projected to operate at LOS C or better. Detailed results for the SimTraffic analysis are provided in Appendix B.

Table 27. Intersection Demand Volume Operations – Design Year With Traffic Signal
Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent

1. SB SR 99
Ramps/E Main St
(AWSC)
EBT 290 282 97% B 14.8 300 299 100% C 16.5
EBR 340 335 99% C 15.8 450 450 100% E 39.9
WBL 430 423 98% E 43.6 340 337 99% D 26.5
WBT 740 740 100% B 13.6 600 600 100% B 13.1
SBL 160 160 100% B 11.4 170 170 100% B 11.4
SBT 0 0 n/a A 0.0 0 0 n/a A 0.0
SBR 160 158 99% A 6.2 240 240 100% A 7.6
Overall 2,120 2,098 99% C 19.5 2,100 2,096 100% C 20.7

2. NB SR 99
Ramps/E Main St
(Signal)
EBL 360 358 99% C 26.1 320 320 100% C 29.0
EBT 40 40 100% C 32.0 50 50 100% C 22.4
EBR 80 80 100% A 9.5 60 60 100% A 8.9

3.A.a
Packet Pg. 121 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 27. Intersection Demand Volume Operations – Design Year With Traffic Signal
Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent
WBL 70 70 100% C 24.8 40 39 98% C 32.6
WBT 60 60 100% C 30.4 30 29 97% C 26.4
WBR 470 468 100% B 10.0 290 290 100% A 7.8
NBL 120 120 100% C 31.6 210 208 99% C 33.0
NBT 340 340 100% C 28.3 330 330 100% C 25.9
NBR 130 130 100% A 7.7 150 147 98% A 6.8
SBL 200 199 100% D 50.2 180 180 100% D 43.7
SBT 90 90 100% C 23.0 120 118 98% C 26.2
SBR 160 150 94% B 14.4 170 170 100% B 14.0
Overall 2,120 2,105 99% C 22.9 1,950 1,941 100% C 23.1

3. E Main St/Oak
Ave/S Parallel Ave
(SSSC)
EBL 55 54 98% A 7.0 65 61 94% A 3.4
EBT 290 290 100% A 2.8 295 295 100% A 1.3
EBR 25 25 100% A 1.8 20 20 100% A 0.9
WBL 1 1 100% A 5.0 2 2 100% A 1.8
WBT 435 435 100% A 4.9 280 280 100% A 2.0
WBR 4 4 100% A 3.1 1 1 100% A 0.2
NBL 25 25 100% D 30.1 15 12 80% C 15.3
NBT 1 1 100% B 12.8 2 2 100% B 11.2
NBR 1 1 100% A 7.0 0 0 n/a A 0.0
SBL 0 0 n/a A 0.0 3 2 67% B 10.0
SBT 1 1 100% B 11.8 2 2 100% B 11.7
SBR 140 139 99% B 14.0 65 65 100% A 6.0
Overall 978 976 100% A 6.3 750 742 99% A 2.5
Notes: AWSC = all-way stop-control. SSSC = side-street stop-control.

For signalized and stop sign controlled intersections, LOS/average delay in seconds per vehicle, and percent volume served are reported from an average of 12 runs from SimTraffic 11.

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Packet Pg. 122 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Figure 10 presents the Design Year 2045 With Project Conditions AM and PM peak hour traffic volumes, lane configurations and delay by movement.

Figure 11 presents the Synchro/SimTraffic Design Year With Project Conditions Intersection Geometrics for study intersections that exist in this scenario.

3.A.a
Packet Pg. 123 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) ! ! !
SecondSt
Main St
Frontage Rd
SParallel Ave
EFourth St
E Main St
SLocust Ave
S Manley Rd
ECaliforniaSt
ThirdSt
Oak Ave
SWalnut Ave
SElmAve
SStockton Ave
N Manley Rd
FirstSt
WMain St
Oregon St
Fourth St
PineSt
nI dustr ai l Ave
Meyenberg Ave
Gilbert Dr
WellsLn
GarrisonWay
N ElmAve
Ripona Ave
SpringCreek Dr
Tornell Dr
Key Ave
CappsWay
N Locust Ave
Mulholand Dr
LaurelwoodLn
Ave A
NWalnut Ave
NevadaSt
Nourse Ave
StoufferSt
VirginaSt
N Stockton Ave
E Main St 2 3 1
$!"
!"$
!"$
èéëìí
!"$
ac
!"$ d
c
cf
ea
acf
d
d
ea d
ae
acf SR 99 NB On/Off Ramps
SR 99 SB On RampS Parallel Ave
Main St Frontage Rd
Oak Ave
E Main St
SR 99 SB Off Ramp
Main St
25 (15)
1 (2)1 (0)
120 (210)340 (330)130 (150)
160 (240)0 (0)160 (170)
140 (65)1 (2)0 (3)160 (170)90 (120)200 (180)
290 (300)
340 (450)
360 (320)
40 (50)
80 (60)
55 (65)
290 (295)
25 (20)
4 (1)
435 (280)
1 (2)
740 (600)
430 (340)
470 (290)
60 (30)
70 (40)

1.SR 99SB On/Off Ramps/Main St 2.SR 99 NB On/Off Ramps/Main St/Frontage Rd 3.SParallel Ave/Oak Ave/E Main St \\fpgisdevApp01\DevGISLibrary\ServiceMXDs\RS\RS234251_Ripon_East_Main_Traffic_Signal\Fig10_DYWP_PHTV.mxd Peak Hour Traffic Volumes
and Lane Configurations -
Design Year With Project Conditions
Figure 10
ÅÄ99
ÅÄ99
Proposed Hotel
Parks
Turn Lane a
AM (PM) Peak Hour Traffic Volume
!1 Study Intersection
èéëìí Traffic Signal
!"$ Stop Sign

3.A.a
Packet Pg. 124 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Figure 11: Synchro/SimTraffic Intersection Geometrics – Design Year With Project Conditions

3.A.a
Packet Pg. 125 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 28 presents the Design Year With Traffic Signal Conditions AM and PM peak hour demand volume 95th Percentile Queue Lengths by Movement for the study intersections.

Table 28. Demand Volume 95th Percentile Queue Length – Design Year With Traffic Signal
Intersection Lane Storage AM Peak Hour PM Peak Hour

1. SB SR 99 Ramps/E Main St
(AWSC)
EB TH 847 139 238
EB RT 847 190 465
WB LT 230 338 236
WB TH 1,153 377 131
WB TH 1,153 283 134
SB LT 1,204 99 97
SB TH/RT 270 74 108

2. NB SR 99 Ramps/E Main St
(Signal)
EB LT 1,202 252 253
EB TH/RT 194 112 107
WB LT 100 87 68
WB TH 100 161 120
WB RT 25 80 77
NB LT 250 154 195
NB TH 815 264 255
NB RT 200 130 123
SB LT 1,153 279 208
SB TH/RT 1,153 158 188

3. E Main St/Oak Ave/S Parallel
Ave (SSSC)
EB LT/TH/RT 100 94 78
WB LT/TH/RT 959 141 42
NB LT/TH/RT 800 53 37
SB LT/TH/RT 1,005 109 60
Notes: 95th percentile queue length in feet is reported from an average of 12 runs from SimTraffic 11. Bold and underline font indicate a queue length that exceeds the storage length.

3.A.a
Packet Pg. 126 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Table 29 presents the total network performance measures of effectiveness (MOEs) for the Synchro/SimTraffic Models for Design Year With Traffic Signal Conditions AM and PM peak hour Conditions for the project area.

Table 29. Demand Volume Total Network Performance – Design Year With Traffic Signal
Measure of
Effectiveness
SimTraffic
Output
Name
AM Peak Hour PM Peak Hour
DY No
Project
DY With
Project
Net
Change
DY No
Project
DY With
Project
Net
Change
Vehicle Hours of
Delay (VHD)
Total Delay
(hrs) 47.1 30.7 -35% 34.8 29.1 -16%
Total Stops Total Stops 5,167 4,692 -9% 4,924 4,550 -8% Vehicle Distance
Traveled in
SimTraffic
Network (VDT)
Travel
Distance
(miles)
1,389 1,387 0% 1,354 1,355 0%
Vehicle Hours
Traveled (VHT)
Travel Time
(hrs) 93 75 -20% 81 75 -7%
Average Speed
(mph)
Avg Speed
(mph) 15 19 27% 17 18 6%
Total Fuel
Consumption
(gallons)
Fuel Used
(gal) 54.8 50.3 -8% 50 49.1 -2%
Total Vehicle
Emissions (kg)
HC, CO, NOx
Emission
(g)/1,000

38.0 36.2 -5% 30.1 32.3 8%
Denied Entry Denied Entry
After 3 0 -100% 0 0 n/a
Notes: Network performance results are from an average of 12 runs from SimTraffic 11.

When compared to Design Year No Project Conditions, the following benefits of the project were identified:
• Total Vehicle Hours of Delay (VHD) would decrease by 35% in the AM peak hour and 16% in the PM Peak Hour;
• Total Stops would decrease by 9% in the AM peak hour and 8% in the PM peak hour; • Total Vehicle Hours Traveled (VHT) would decrease by 20% in the AM peak hour and 7% in the PM peak hour;
• Average Speed would increase by 27% in the AM peak hour and 6% in the PM peak hour; • Total Fuel Consumption would decrease by 8% in the AM peak hour and 2% in the PM peak hour; and
• Total Vehicle Emissions would decrease by 5% in the AM peak hour.

3.A.a
Packet Pg. 127 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Ripon East Main Street Traffic Operations Study
January 12, 2024

Summary and Conclusions
This Summary and Conclusions Chapter documents the results of the Ripon East Main Street Traffic Operations Study in Ripon, California.

Based on the result of the Existing Plus Hotel Plus Signal Conditions and Design Year With Project Conditions AM and PM peak hour intersection operations analysis, the following conclusions were determined:

1. Based on the result of the traffic operations analysis, the existing project intersection would meet operational standards set forth by Caltrans and City of Ripon, however, certain movements would be disproportionally impacted by the high levels of cutthrough traffic that the City currently experiences during the PM peak hour.

2. Based on the result of the traffic operations analysis, the proposed signal would require modifications to the approach lane configurations, as described in Table 14 and presented in Figure 7. Modification within Caltrans’ right-of-way includes the construction of a new northbound right-turn pocket of 200 feet plus 70 feet Taper.

3. Based on the results of the Design Year 2045 traffic operations analysis, the traffic signal would provide benefits to the project intersection by reducing vehicle delay, reducing fuel consumption and vehicle emissions, and improving travel time and safety within the study area.

4. Therefore, it is recommended that the City of Ripon coordinate with Caltrans District 10 to design and construct the traffic signal and improvements at the Northbound State Route 99/E Main Street intersection.

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Packet Pg. 128 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) 1013 Galleria Boulevard | Suite 255 | Roseville, CA 95678 | (916) 773-1900 | Fax (916) 773-2015 www.fehrandpeers.com
Appendix A – Traffic Count Data

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Packet Pg. 129 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Main St & State Rte 99 SB Ramps
Station ID: 175 Agency: Fehr & Peers Lat/Long: 37.739400, -121.121540 Type of peak hour being reported:

Intersection peak
AM Peak-hour: 7:30 AM - 8:30 AM
AM Peak 15-min: 8:00 AM -8:15 AM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 1082 0 349
0 708 374
0 79

0.91 0 0
0 1

0.96 0.87 1.00
0 0
196 116 0.78 0 692
0 270 317
824 0 587

2.1 7.7
0 2.8 0.8
0 3.8 0 0
0 0

6.1 7.8 0 2.7
0 8.9 5

3.5 6.8
0 0 0
0 0
0 0
0 4 0
0 0
0 0
0 0
0 0 2 0
Main St
(Northbound)
Main St
(Southbound)
SR 99 SB Ramps
(Eastbound)
SR 99 SB Ramps
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
7:00 AM 0 31 51 0 50 85 0 0 12 1 19 0 0 0 0 0 249
7:15 AM 0 32 50 0 76 83 0 0 24 1 18 0 0 0 0 0 284
7:30 AM 0 36 61 0 94 115 0 0 18 1 37 0 0 0 0 0 362
7:45 AM 0 65 73 0 98 212 0 0 19 0 28 0 0 0 0 0 495 1390 8:00 AM 0 86 103 0 81 217 0 0 23 0 28 0 0 0 0 0 538 1679 8:15 AM 0 83 80 0 101 164 0 0 19 0 23 0 0 0 0 0 470 1865 8:30 AM 0 32 58 0 69 93 0 0 16 0 14 0 0 0 0 0 282 1785
8:45 AM 0 38 47 0 69 70 0 1 8 1 16 0 0 0 0 0 250 1540
Peak
15-Min
Flowrates
Main St
Northbound
Main St
Southbound
SR 99 SB Ramps
Eastbound
SR 99 SB Ramps
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 0 344 412 0 324 868 0 0 92 0 112 0 0 0 0 0 2152 Heavy Trucks 0 20 12 0 12 0 4 0 8 0 0 0 56
Pedestrians 0 0 12 0 12
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0

3.A.a
Packet Pg. 130 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Main St & State Rte 99 SB Ramps
Station ID: 175 Agency: Fehr & Peers Lat/Long: 37.739400, -121.121540 Type of peak hour being reported:

Intersection peak
PM Peak-hour: 5:00 PM - 6:00 PM
PM Peak 15-min: 5:30 PM -5:45 PM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 846 0 318
0 558 288
0 50

0.96 0 0
0 0

0.74 0.96 1.00
0 0
122 72 1 0 708
0 268 420
630 0 688

1.2 4.1
0 1.1 1.4
0 8 0 0
0 0

13.1 16.7 0 2.3
0 3.4 2.9

2.9 3.1
0 1 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0 4 0
Main St
(Northbound)
Main St
(Southbound)
SR 99 SB Ramps
(Eastbound)
SR 99 SB Ramps
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
4:00 PM 0 60 119 0 90 96 0 0 3 0 7 0 0 0 0 0 375
4:15 PM 0 66 120 0 81 104 0 0 8 0 7 0 0 0 0 0 386
4:30 PM 0 68 138 0 77 101 0 1 7 1 5 0 0 0 0 0 398
4:45 PM 0 65 79 0 71 134 0 0 6 0 9 0 0 0 0 0 364 1523
5:00 PM 0 71 120 0 91 112 0 0 5 0 11 0 0 0 0 0 410 1558 5:15 PM 0 69 116 0 55 127 0 0 13 0 11 0 0 0 0 0 391 1563 5:30 PM 0 70 99 0 73 148 0 0 14 0 27 0 0 0 0 0 431 1596 5:45 PM 0 58 85 0 69 171 0 0 18 0 23 0 0 0 0 0 424 1656 Peak
15-Min
Flowrates
Main St
Northbound
Main St
Southbound
SR 99 SB Ramps
Eastbound
SR 99 SB Ramps
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 0 280 396 0 292 592 0 0 56 0 108 0 0 0 0 0 1724 Heavy Trucks 0 16 24 0 0 0 4 0 8 0 0 0 52
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0

3.A.a
Packet Pg. 131 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Main St/State Rte 99 NB Ramps & E Main
St
Station ID: 176 Agency: Fehr & Peers Lat/Long: 37.739350, -121.118780 Type of peak hour being reported:

Intersection peak
AM Peak-hour: 7:30 AM - 8:30 AM
AM Peak 15-min: 8:00 AM -8:15 AM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 359 4 1068
127 75 153
292 309

0.76 450 553
1 30

0.95 0.88 0.89
56 2
401 61 0.90 45 305
108 305 120
182 1 534

7.8 1.9

3.9 26.7 2

2.7 1.6 1.3 1.3
0 0
2 4.9 2.2 2.6

2.8 3 4.2

13.2 3.2
0 0 0
2 0
0 0
0 0 0
0 1
0 0
0 0
0 0 0 0
SR 99 NB Ramps
(Northbound)
Main St
(Southbound)
E Main St
(Eastbound)
E Main St
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
7:00 AM 32 44 26 0 18 10 20 0 44 5 17 0 10 7 46 0 279
7:15 AM 36 54 33 0 10 18 29 0 55 6 23 0 14 15 50 0 343
7:30 AM 24 52 19 0 25 13 22 0 80 6 19 0 8 14 82 0 364
7:45 AM 25 103 36 1 34 11 32 1 75 5 9 1 18 18 128 0 497 1483 8:00 AM 28 81 40 0 54 23 38 3 82 9 14 0 10 13 131 1 527 1731 8:15 AM 31 69 25 0 40 28 35 0 72 10 19 0 9 11 109 1 459 1847 8:30 AM 38 50 23 0 16 13 21 1 63 7 16 0 8 6 48 0 310 1793 8:45 AM 31 32 27 0 20 14 12 0 47 7 20 0 8 3 55 0 276 1572 Peak
15-Min
Flowrates
SR 99 NB Ramps
Northbound
Main St
Southbound
E Main St
Eastbound
E Main St
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 112 324 160 0 216 92 152 12 328 36 56 0 40 52 524 4 2108 Heavy Trucks 0 4 4 0 20 8 12 0 0 0 0 4 52
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0

3.A.a
Packet Pg. 132 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Main St/State Rte 99 NB Ramps & E Main
St
Station ID: 176 Agency: Fehr & Peers Lat/Long: 37.739350, -121.118780 Type of peak hour being reported:

Intersection peak
PM Peak-hour: 5:00 PM - 6:00 PM
PM Peak 15-min: 5:30 PM -5:45 PM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 317 2 844
81 67 167
289 264

0.94 275 317
0 31

0.93 0.96 0.80
23 0
337 42 1 19 330
185 303 132
128 0 620

3.2 1.5

1.2 13.4 0

3.5 3 0.4 0.3
0 0

3.9 11.9 0 0.9

4.9 1.3 2.3

10.9 2.6
0 0 0
1 0
0 0
0 0 0
0 0
0 0
0 0
0 0 0 0
SR 99 NB Ramps
(Northbound)
Main St
(Southbound)
E Main St
(Eastbound)
E Main St
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
4:00 PM 35 64 27 0 35 18 11 0 68 2 9 0 12 2 57 0 340
4:15 PM 27 61 29 0 35 19 23 0 59 8 7 0 10 12 64 0 354
4:30 PM 36 64 39 0 37 16 23 0 67 8 8 0 7 7 45 0 357
4:45 PM 32 74 41 0 39 18 17 0 56 10 9 0 3 7 72 0 378 1429 5:00 PM 41 78 36 0 41 21 14 0 67 7 6 0 6 4 58 0 379 1468 5:15 PM 59 84 37 0 33 22 26 1 42 10 13 0 2 4 57 0 390 1504 5:30 PM 41 65 33 0 51 14 18 1 74 7 10 0 4 10 85 0 413 1560 5:45 PM 44 76 26 0 42 10 23 0 81 7 13 0 7 5 75 0 409 1591 Peak
15-Min
Flowrates
SR 99 NB Ramps
Northbound
Main St
Southbound
E Main St
Eastbound
E Main St
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 164 260 132 0 204 56 72 4 296 28 40 0 16 40 340 0 1652 Heavy Trucks 12 4 0 0 16 0 4 0 0 0 0 0 36
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0

3.A.a
Packet Pg. 133 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Oak Ave/S Parallel Ave & E Main St
Station ID: 177 Agency: Fehr & Peers Lat/Long: 37.739370, -121.118170 Type of peak hour being reported:

Intersection peak
AM Peak-hour: 7:30 AM - 8:30 AM
AM Peak 15-min: 8:00 AM -8:15 AM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 138 0 57
137 1 0
554 52

0.69 4 396
1 214

0.74 0.84 0.98
392 0
291 24 1 0 215
24 1 1
26 1 27

2.2 5.3

1.5 100 0

1.6 3.8 25 1.8

2.8 1.5

3.1 4.2 0 2.8

4.2 0 0

7.7 3.7
1 0 0
0 0
0 0
0 2 0
1 0
0 0
0 0
0 0 0 0
S Parallel Ave
(Northbound)
Oak Ave
(Southbound)
E Main St
(Eastbound)
E Main St
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
7:00 AM 2 1 1 0 0 0 19 0 3 39 7 1 0 42 2 0 117
7:15 AM 5 0 0 0 1 0 13 0 9 31 9 0 0 61 0 0 129
7:30 AM 7 0 0 1 0 0 24 0 10 36 1 0 0 73 1 0 153
7:45 AM 11 0 1 0 0 1 30 0 19 50 4 0 0 126 1 0 243 642
8:00 AM 5 0 0 0 0 0 50 0 18 69 10 1 0 99 2 0 254 779
8:15 AM 1 1 0 0 0 0 33 0 5 59 9 0 0 94 0 0 202 852
8:30 AM 2 0 2 0 0 1 14 0 2 40 4 0 1 45 0 0 111 810
8:45 AM 2 0 3 0 0 1 15 0 7 39 3 1 1 50 0 0 122 689
Peak
15-Min
Flowrates
S Parallel Ave
Northbound
Oak Ave
Southbound
E Main St
Eastbound
E Main St
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 20 0 0 0 0 0 200 0 72 276 40 4 0 396 8 0 1016 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 4 4 8
Pedestrians 0 0 4 0 4
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0

3.A.a
Packet Pg. 134 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Oak Ave/S Parallel Ave & E Main St
Station ID: 177 Agency: Fehr & Peers Lat/Long: 37.739370, -121.118170 Type of peak hour being reported:

Intersection peak
PM Peak-hour: 4:45 PM - 5:45 PM
PM Peak 15-min: 5:30 PM -5:45 PM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 67 0 62
62 2 3
312 59

0.99 1 232
6 266

0.99 0.90 0.75
229 0
348 17 1 2 269
15 2 0
21 0 17
0 1.6
0 0 0
1 1.7 0 1.3

0.8 1.3

0.9 0 0 0.7
0 0 0
0 0
0 0 0
0 0
0 1
0 0 0
1 0
0 0
0 0
0 0 1 0
S Parallel Ave
(Northbound)
Oak Ave
(Southbound)
E Main St
(Eastbound)
E Main St
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
4:00 PM 6 1 2 0 0 1 9 0 7 55 2 2 0 56 0 0 141
4:15 PM 7 2 0 0 1 0 12 0 10 58 4 4 1 72 0 0 171
4:30 PM 6 0 2 0 1 0 6 0 13 66 4 2 0 45 0 0 145
4:45 PM 6 0 0 0 0 1 14 0 23 64 4 2 0 61 0 0 175 632
5:00 PM 4 1 0 0 3 1 15 0 12 68 3 1 0 49 0 0 157 648
5:15 PM 3 0 0 0 0 0 16 0 16 63 1 3 2 42 1 0 147 624
5:30 PM 2 1 0 0 0 0 17 0 8 71 9 0 0 77 0 0 185 664
5:45 PM 3 0 1 0 0 0 16 0 9 57 9 2 0 65 0 0 162 651
Peak
15-Min
Flowrates
S Parallel Ave
Northbound
Oak Ave
Southbound
E Main St
Eastbound
E Main St
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 8 4 0 0 0 0 68 0 32 284 36 0 0 308 0 0 740 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 4 8

3.A.a
Packet Pg. 135 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Appendix B – Synchro/SimTraffic
Reports

3.A.a
Packet Pg. 136 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 1
1: Main Street & SR 99 SB Off Ramp Performance by movement Movement EBT EBR WBL WBT SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.4 5.1 3.8 0.3
Total Delay (hr) 0.9 1.1 2.3 2.8 0.2 0.0 0.1 7.4
Total Del/Veh (s) 11.4 12.3 22.4 14.0 7.7 14.3 4.6 14.2 Stop Delay (hr) 0.5 1.0 1.9 1.5 0.1 0.0 0.1 5.2
Stop Del/Veh (s) 6.9 10.9 18.0 7.7 5.6 7.7 3.9 9.8
Total Stops 278 315 422 806 76 1 115 2013
Stop/Veh 0.99 0.99 1.12 1.13 1.00 1.00 1.00 1.07
Travel Dist (mi) 44.8 50.7 87.2 165.7 17.3 0.3 26.2 392.2 Travel Time (hr) 2.3 3.0 5.4 8.4 0.7 0.0 1.1 20.9
Avg Speed (mph) 19 17 16 20 26 25 27 19
Fuel Used (gal) 1.2 1.4 3.4 5.9 0.4 0.0 0.6 12.9
Fuel Eff. (mpg) 37.8 35.8 25.6 28.3 44.7 47.2 41.0 30.4 HC Emissions (g) 21 22 66 123 6 0 12 251
CO Emissions (g) 553 608 2055 3757 150 2 310 7434
NOx Emissions (g) 59 63 201 368 20 0 39 749
Vehicles Entered 279 316 370 709 76 1 114 1865
Vehicles Exited 279 316 371 707 76 1 115 1865
Hourly Exit Rate 279 316 371 707 76 1 115 1865
Input Volume 280 317 374 709 79 1 116 1876
% of Volume 100 100 99 100 96 100 99 99
Denied Entry Before 00000000
Denied Entry After 00000000
Density (ft/veh) 376
Occupancy (veh) 2 3 5 8 1 0 1 21

3.A.a
Packet Pg. 137 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 0.4 0.3 3.5 0.0 0.0 0.0 0.0 3.8 3.2 1.6 0.6 Total Delay (hr) 0.0 2.3 0.3 0.1 0.0 0.1 0.2 0.7 0.0 0.4 1.6 0.5 Total Del/Veh (s) 26.8 31.3 7.7 9.1 9.0 11.6 5.6 13.9 13.7 17.6 12.8 Stop Delay (hr) 0.0 2.1 0.2 0.1 0.0 0.1 0.1 0.6 0.0 0.3 1.0 0.4 Stop Del/Veh (s) 24.1 26.2 5.5 9.4 7.7 8.9 4.9 12.0 10.0 11.2 11.0 Total Stops 0 309 29 68 1 46 58 125 1 109 324 128
Stop/Veh 0.99 1.00 1.06 1.00 0.98 0.98 0.28 1.00 1.01 1.01 1.00 Travel Dist (mi) 0.1 70.5 6.5 14.5 0.0 1.4 1.7 10.6 0.2 16.7 49.4 19.7 Travel Time (hr) 0.0 4.5 0.4 0.7 0.0 0.2 0.3 1.3 0.0 1.0 3.0 1.2 Avg Speed (mph) 8 16 15 24 7 7 7 8 17 18 17 17
Fuel Used (gal) 0.0 1.9 0.2 0.4 0.0 0.1 0.1 0.5 0.0 0.5 1.4 0.5 Fuel Eff. (mpg) 24.6 36.2 34.1 39.2 21.7 22.1 20.4 23.1 34.7 32.7 35.9 37.2 HC Emissions (g) 0 28 2 9 0 0 1 5 0 7 23 9
CO Emissions (g) 1 769 65 243 0 11 17 114 2 304 785 293 NOx Emissions (g) 0 84 7 26 0 1 2 14 0 21 65 24
Vehicles Entered 0 308 29 63 1 47 59 449 1 108 319 127
Vehicles Exited 0 309 29 64 1 47 59 449 1 108 318 127
Hourly Exit Rate 0 309 29 64 1 47 59 449 1 108 318 127
Input Volume 1 309 30 61 2 45 56 450 1 108 319 120
% of Volume 0 100 96 105 50 104 105 100 100 100 100 106 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 040100010131

3.A.a
Packet Pg. 138 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement SBU SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.4
Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.7
Total Delay (hr) 0.0 0.7 0.4 0.3 7.5
Total Del/Veh (s) 18.3 17.4 18.0 6.8 14.4
Stop Delay (hr) 0.0 0.6 0.3 0.2 6.0
Stop Del/Veh (s) 16.3 13.6 12.6 4.7 11.4
Total Stops 3 147 72 131 1551
Stop/Veh 1.00 0.99 0.97 0.99 0.82
Travel Dist (mi) 0.8 34.6 17.2 30.7 274.5
Travel Time (hr) 0.0 1.9 0.9 1.3 16.8
Avg Speed (mph) 18 18 19 23 17
Fuel Used (gal) 0.0 1.2 0.6 1.0 8.4
Fuel Eff. (mpg) 28.3 28.6 28.4 30.2 32.7
HC Emissions (g) 0 20 14 23 142
CO Emissions (g) 11 687 407 668 4377
NOx Emissions (g) 1 62 41 65 414
Vehicles Entered 3 148 74 130 1866
Vehicles Exited 3 147 73 131 1866
Hourly Exit Rate 3 147 73 131 1866
Input Volume 4 153 75 127 1862
% of Volume 71 96 97 103 100
Denied Entry Before 00000
Denied Entry After 00000
Density (ft/veh) 411
Occupancy (veh) 0 2 1 1 16

3.A.a
Packet Pg. 139 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBT Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.3 0.2 0.1 0.1
Total Delay (hr) 0.0 0.1 0.1 0.0 0.0 1.4 0.0 0.0 0.1 0.0 0.0 0.0 Total Del/Veh (s) 21.3 5.3 1.6 1.5 13.0 19.7 16.8 5.9
Stop Delay (hr) 0.0 0.1 0.1 0.0 0.0 1.0 0.0 0.0 0.1 0.0 0.0 0.0 Stop Del/Veh (s) 21.4 4.5 1.1 1.3 9.1 17.3 15.1 5.7
Total Stops 1 26 8 1 0 98 1 0 21 0 2 0
Stop/Veh 1.00 0.48 0.04 0.04 0.25 0.20 1.00 1.00
Travel Dist (mi) 0.0 1.2 4.9 0.5 0.1 70.7 0.9 0.1 3.2 0.1 0.3 0.1 Travel Time (hr) 0.0 0.2 0.4 0.0 0.0 3.4 0.1 0.0 0.2 0.0 0.0 0.0 Avg Speed (mph) 2 7 12 11 26 21 16 12 14 17 18 17
Fuel Used (gal) 0.0 0.1 0.4 0.0 0.0 1.7 0.0 0.0 0.1 0.0 0.0 0.0 Fuel Eff. (mpg) 8.1 14.5 11.8 18.7 55.3 40.6 36.1 36.6 33.6 39.1 37.5 36.2 HC Emissions (g) 0 1 7 1 0 31 0 0 2 0 0 0
CO Emissions (g) 0 21 266 13 0 835 7 0 28 0 1 0
NOx Emissions (g) 0 3 27 2 0 89 004000
Vehicles Entered 1 54 227 24 0 395 5 0 21 0 2 0
Vehicles Exited 1 54 227 24 0 395 5 0 21 0 2 0
Hourly Exit Rate 1 54 227 24 0 395 5 0 21 0 2 0
Input Volume 1 52 229 24 1 391 4 1 24 1 1 1
% of Volume 100 104 99 99 0 101 118 0 87 0 200 0
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 000003000000

3.A.a
Packet Pg. 140 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 5
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement SBR All
Denied Delay (hr) 0.0 0.0
Denied Del/Veh (s) 0.2 0.2
Total Delay (hr) 0.5 2.2
Total Del/Veh (s) 11.7 9.2
Stop Delay (hr) 0.4 1.7
Stop Del/Veh (s) 10.9 7.0
Total Stops 138 296
Stop/Veh 0.99 0.34
Travel Dist (mi) 26.0 107.9
Travel Time (hr) 1.5 5.8
Avg Speed (mph) 17 19
Fuel Used (gal) 0.7 3.1
Fuel Eff. (mpg) 36.2 34.6
HC Emissions (g) 12 53
CO Emissions (g) 223 1395
NOx Emissions (g) 29 154
Vehicles Entered 139 868
Vehicles Exited 138 867
Hourly Exit Rate 138 867
Input Volume 137 868
% of Volume 101 100
Denied Entry Before 0 0
Denied Entry After 0 0
Density (ft/veh) 493
Occupancy (veh) 2 6

3.A.a
Packet Pg. 141 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 15
Total Network Performance
Denied Delay (hr) 0.6
Denied Del/Veh (s) 0.9
Total Delay (hr) 20.1
Total Del/Veh (s) 30.7
Stop Delay (hr) 13.7
Stop Del/Veh (s) 20.9
Total Stops 4483
Stop/Veh 1.90
Travel Dist (mi) 1212.2
Travel Time (hr) 60.5
Avg Speed (mph) 20
Fuel Used (gal) 42.4
Fuel Eff. (mpg) 28.6
HC Emissions (g) 867
CO Emissions (g) 27571
NOx Emissions (g) 2594
Vehicles Entered 2305
Vehicles Exited 2309
Hourly Exit Rate 2309
Input Volume 7602
% of Volume 30
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 302
Occupancy (veh) 60

3.A.a
Packet Pg. 142 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 16
Intersection: 1: Main Street & SR 99 SB Off Ramp
Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 145 202 210 144 138 77 80
Average Queue (ft) 72 89 97 65 65 35 38
95th Queue (ft) 117 180 190 173 94 63 64
Link Distance (ft) 847 847 1171 1171 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 2
Queuing Penalty (veh) 8
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served ULT R ULT R ULT TR ULT R
Maximum Queue (ft) 360 177 87 168 161 223 160 81
Average Queue (ft) 128 44 41 102 69 81 67 40
95th Queue (ft) 301 145 72 177 132 159 126 65
Link Distance (ft) 1202 49 49 806 1171 1171
Upstream Blk Time (%) 4 20
Queuing Penalty (veh) 11 56
Storage Bay Dist (ft) 220 105
Storage Blk Time (%) 8 3 5
Queuing Penalty (veh) 5 8 13
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served ULTR LTR ULTR LTR
Maximum Queue (ft) 68 392 65 132
Average Queue (ft) 29 74 18 55
95th Queue (ft) 67 304 49 101
Link Distance (ft) 49 942 802 988
Upstream Blk Time (%) 3 0
Queuing Penalty (veh) 10 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

3.A.a
Packet Pg. 143 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 17
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 94
Average Queue (ft) 61
95th Queue (ft) 88
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 111

3.A.a
Packet Pg. 144 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 1
1: Main Street & SR 99 SB Off Ramp Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.1 0.1
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.2 3.9 0.3
Total Delay (hr) 0.7 1.2 1.1 1.9 0.1 0.1 5.1
Total Del/Veh (s) 9.7 10.0 14.2 12.1 6.0 3.4 11.0
Stop Delay (hr) 0.4 0.9 0.8 1.0 0.1 0.1 3.2
Stop Del/Veh (s) 5.2 8.1 9.7 6.2 4.2 3.0 6.9
Total Stops 266 415 334 652 52 75 1794
Stop/Veh 0.99 1.00 1.16 1.15 1.00 0.99 1.07
Travel Dist (mi) 42.9 66.5 67.4 132.2 11.9 17.2 338.0
Travel Time (hr) 2.1 3.6 3.5 6.3 0.4 0.7 16.7
Avg Speed (mph) 21 19 19 21 27 28 20
Fuel Used (gal) 1.1 1.7 2.4 4.5 0.3 0.4 10.4
Fuel Eff. (mpg) 39.0 38.6 27.7 29.2 45.3 42.5 32.4
HC Emissions (g) 13 21 37 71 3 6 151
CO Emissions (g) 407 614 1360 2530 77 165 5153
NOx Emissions (g) 39 60 119 223 10 21 473
Vehicles Entered 268 414 286 562 52 76 1658
Vehicles Exited 267 413 286 563 52 75 1656
Hourly Exit Rate 267 413 286 563 52 75 1656
Input Volume 267 420 288 558 50 72 1656
% of Volume 100 98 99 101 104 104 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 470
Occupancy (veh) 2 4 4 6 0 1 17

3.A.a
Packet Pg. 145 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.3 0.3 3.7 0.0 0.0 0.0 3.2 1.6 0.8 0.0 0.0 0.0 Total Delay (hr) 1.0 0.1 0.1 0.0 0.1 0.2 0.7 1.3 0.5 0.0 0.6 0.3 Total Del/Veh (s) 13.5 16.1 4.2 6.4 8.8 2.3 12.9 15.7 10.3 18.1 13.1 13.8 Stop Delay (hr) 0.8 0.1 0.0 0.0 0.0 0.1 0.5 0.8 0.4 0.0 0.4 0.2 Stop Del/Veh (s) 10.3 10.6 2.9 5.3 6.1 1.5 8.9 9.0 8.2 15.1 8.9 8.1 Total Stops 267 31 46 18 24 40 187 308 161 1 163 69
Stop/Veh 0.99 0.97 1.00 0.95 0.96 0.15 0.99 1.00 0.99 1.00 0.99 0.99 Travel Dist (mi) 61.1 7.2 10.4 0.5 0.7 6.4 28.8 47.5 24.9 0.3 38.2 16.3 Travel Time (hr) 2.9 0.3 0.4 0.1 0.1 0.6 1.7 2.8 1.4 0.0 1.9 0.8 Avg Speed (mph) 22 21 27 8 8 12 18 18 19 19 20 21
Fuel Used (gal) 1.5 0.2 0.3 0.0 0.0 0.2 0.8 1.2 0.6 0.0 1.3 0.6 Fuel Eff. (mpg) 41.2 42.2 40.5 27.1 26.2 34.6 35.2 38.3 40.4 28.7 29.2 29.2 HC Emissions (g) 19 3 5 0 1 1 10 17 10 0 17 7
CO Emissions (g) 581 81 141 2 14 32 423 631 325 4 666 276 NOx Emissions (g) 61 10 15 0 2 4 29 49 28 0 54 22
Vehicles Entered 268 31 45 19 25 273 186 306 161 1 163 70 Vehicles Exited 267 31 46 19 25 273 186 306 160 1 163 69 Hourly Exit Rate 267 31 46 19 25 273 186 306 160 1 163 69 Input Volume 264 31 42 19 24 275 185 305 150 2 167 67
% of Volume 101 101 110 99 104 99 100 100 107 50 98 103 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 300001231021

3.A.a
Packet Pg. 146 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement SBR All
Denied Delay (hr) 0.0 0.4
Denied Del/Veh (s) 0.0 0.9
Total Delay (hr) 0.2 5.0
Total Del/Veh (s) 6.3 10.9
Stop Delay (hr) 0.1 3.4
Stop Del/Veh (s) 4.2 7.4
Total Stops 86 1401
Stop/Veh 1.00 0.85
Travel Dist (mi) 20.1 262.5
Travel Time (hr) 0.9 13.7
Avg Speed (mph) 23 20
Fuel Used (gal) 0.7 7.4
Fuel Eff. (mpg) 30.1 35.6
HC Emissions (g) 14 103
CO Emissions (g) 426 3602
NOx Emissions (g) 42 316
Vehicles Entered 85 1633
Vehicles Exited 86 1632
Hourly Exit Rate 86 1632
Input Volume 81 1612
% of Volume 106 101
Denied Entry Before 0 0
Denied Entry After 0 0
Density (ft/veh) 507
Occupancy (veh) 1 13

3.A.a
Packet Pg. 147 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Total Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s) 4.2 3.1 1.2 1.1 2.0 2.1 0.6 8.8 11.6 7.9 10.0 5.6 Stop Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 3.9 2.4 0.8 0.9 0.4 0.4 0.0 7.1 9.1 6.4 7.3 5.0 Total Stops 2 18 4 0 0 6 0 14 2 3 2 65
Stop/Veh 0.40 0.32 0.01 0.00 0.00 0.03 0.00 1.00 1.00 1.00 1.00 1.00 Travel Dist (mi) 0.1 1.2 5.9 0.4 0.3 41.5 0.2 2.0 0.3 0.5 0.4 12.2 Travel Time (hr) 0.0 0.1 0.5 0.0 0.0 1.3 0.0 0.1 0.0 0.0 0.0 0.6 Avg Speed (mph) 8 9 13 11 29 33 30 18 17 19 19 20
Fuel Used (gal) 0.0 0.1 0.5 0.0 0.0 0.9 0.0 0.1 0.0 0.0 0.0 0.3 Fuel Eff. (mpg) 16.0 15.1 11.8 19.1 45.2 48.5 44.1 40.5 36.4 37.7 37.7 40.6 HC Emissions (g) 0 1 9 0 0 13 0 0 0 0 0 2
CO Emissions (g) 1 24 322 4 1 360 1 5 1 2 1 45
NOx Emissions (g) 0 4 32 1 0 44 010006
Vehicles Entered 5 56 277 18 2 232 1 13 2 3 2 65
Vehicles Exited 5 56 277 18 2 232 1 14 2 3 2 65
Hourly Exit Rate 5 56 277 18 2 232 1 14 2 3 2 65
Input Volume 6 59 267 17 2 234 1 15 2 3 2 62
% of Volume 83 95 104 104 100 99 100 92 100 100 100 105 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 000001000001

3.A.a
Packet Pg. 148 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 5
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement All
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.1
Total Delay (hr) 0.4
Total Del/Veh (s) 2.4
Stop Delay (hr) 0.3
Stop Del/Veh (s) 1.4
Total Stops 116
Stop/Veh 0.17
Travel Dist (mi) 65.0
Travel Time (hr) 2.7
Avg Speed (mph) 24
Fuel Used (gal) 1.9
Fuel Eff. (mpg) 35.0
HC Emissions (g) 26
CO Emissions (g) 767
NOx Emissions (g) 87
Vehicles Entered 676
Vehicles Exited 677
Hourly Exit Rate 677
Input Volume 670
% of Volume 101
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 1061
Occupancy (veh) 3

3.A.a
Packet Pg. 149 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 15
Total Network Performance
Denied Delay (hr) 0.6
Denied Del/Veh (s) 0.9
Total Delay (hr) 13.3
Total Del/Veh (s) 22.0
Stop Delay (hr) 7.6
Stop Del/Veh (s) 12.6
Total Stops 3939
Stop/Veh 1.81
Travel Dist (mi) 1073.5
Travel Time (hr) 48.9
Avg Speed (mph) 22
Fuel Used (gal) 36.4
Fuel Eff. (mpg) 29.5
HC Emissions (g) 584
CO Emissions (g) 21671
NOx Emissions (g) 1840
Vehicles Entered 2129
Vehicles Exited 2129
Hourly Exit Rate 2129
Input Volume 6755
% of Volume 32
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 375
Occupancy (veh) 48

3.A.a
Packet Pg. 150 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 16
Intersection: 1: Main Street & SR 99 SB Off Ramp
Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 130 203 134 87 88 62 65
Average Queue (ft) 65 94 61 46 54 29 29
95th Queue (ft) 104 162 108 73 80 51 49
Link Distance (ft) 847 847 1171 1171 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served LT R LT R LT TR ULT R
Maximum Queue (ft) 165 59 53 130 161 174 128 69
Average Queue (ft) 79 25 24 46 74 74 60 33
95th Queue (ft) 138 51 47 113 134 135 101 56
Link Distance (ft) 1202 49 49 806 1171 1171
Upstream Blk Time (%) 0 4
Queuing Penalty (veh) 0 7
Storage Bay Dist (ft) 220 105
Storage Blk Time (%) 0 4 3
Queuing Penalty (veh) 0 11 9
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served ULTR LTR LTR LTR
Maximum Queue (ft) 58 69 36 70
Average Queue (ft) 23 5 11 33
95th Queue (ft) 61 38 34 58
Link Distance (ft) 49 942 802 988
Upstream Blk Time (%) 1
Queuing Penalty (veh) 5
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

3.A.a
Packet Pg. 151 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 17
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 96
Average Queue (ft) 59
95th Queue (ft) 85
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 33

3.A.a
Packet Pg. 152 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
1: Main Street & SR 99 SB Off Ramp AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 280 317 374 708 0 0 0 0 79 1 116 Future Volume (vph) 0 280 317 374 708 0 0 0 0 79 1 116
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.851
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1570 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1570 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 6
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 322 364 430 814 0 0 0 0 91 1 133
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 322 364 430 814 0 0 0 0 91 134 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 153 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations
Traffic Volume (vph) 1 309 30 61 2 45 56 450 1 108 319 120 Future Volume (vph) 1 309 30 61 2 45 56 450 1 108 319 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 220 0 0 105 0
Storage Lanes 010110
Taper Length (ft) 25 25 70
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 Ped Bike Factor
Frt 0.850 0.850 0.967
Flt Protected 0.956 0.978 0.990
Satd. Flow (prot) 0 0 1763 1568 0 0 1804 1568 0 0 3355 0 Flt Permitted 0.956 0.978 0.990
Satd. Flow (perm) 0 0 1763 1568 0 0 1804 1568 0 0 3355 0 Link Speed (mph) 35 35 35
Link Distance (ft) 1259 173 862
Travel Time (s) 24.5 3.4 16.8
Confl. Peds. (#/hr) 2 2
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 1 355 34 70 2 52 64 517 1 124 367 138
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 390 70 0 0 118 517 0 0 630 0
Enter Blocked Intersection No Yes Yes Yes No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft) 12 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 9 9 15 9 9 15 9
Sign Control Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 154 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group SBU SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 4 153 75 127
Future Volume (vph) 4 153 75 127
Ideal Flow (vphpl) 1900 1900 1900 1900
Storage Length (ft) 0 0
Storage Lanes 0 1
Taper Length (ft) 25
Lane Util. Factor 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.850
Flt Protected 0.967
Satd. Flow (prot) 0 0 1784 1568
Flt Permitted 0.967
Satd. Flow (perm) 0 0 1784 1568
Link Speed (mph) 30
Link Distance (ft) 1232
Travel Time (s) 28.0
Confl. Peds. (#/hr) 2
Peak Hour Factor 0.87 0.87 0.87 0.87
Adj. Flow (vph) 5 176 86 146
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 267 146
Enter Blocked Intersection No No No No
Lane Alignment R NA Left Left Right
Median Width(ft) 0
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00
Turning Speed (mph) 9 15 9
Sign Control Stop
Intersection Summary

3.A.a
Packet Pg. 155 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations
Traffic Volume (vph) 1 52 228 24 1 391 4 1 24 1 1 0
Future Volume (vph) 1 52 228 24 1 391 4 1 24 1 1 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.989 0.999 0.996
Flt Protected 0.991 0.955
Satd. Flow (prot) 0 0 1808 0 0 1843 0 0 0 1755 0 0
Flt Permitted 0.991 0.955
Satd. Flow (perm) 0 0 1808 0 0 1843 0 0 0 1755 0 0
Link Speed (mph) 35 35 25
Link Distance (ft) 173 976 825
Travel Time (s) 3.4 19.0 22.5
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 1 60 262 28 1 449 5 1 28 1 1 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 351 0 0 455 0 0 0 31 0 0
Enter Blocked Intersection No No No No 2 veh 2 veh 2 veh No Yes No No Yes Lane Alignment R NA Left Left Right Left Left Right R NA Left Left Right Left Median Width(ft) 0 0 0
Link Offset(ft) 0 0 -45
Crosswalk Width(ft) 16 16 0
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 9 15 9 9 15 9 15
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 156 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1 137
Future Volume (vph) 1 137
Ideal Flow (vphpl) 1900 1900
Lane Util. Factor 1.00 1.00
Ped Bike Factor
Frt 0.866
Flt Protected
Satd. Flow (prot) 1597 0
Flt Permitted
Satd. Flow (perm) 1597 0
Link Speed (mph) 25
Link Distance (ft) 1027
Travel Time (s) 28.0
Confl. Peds. (#/hr) 1
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.87 0.87
Adj. Flow (vph) 1 157
Shared Lane Traffic (%)
Lane Group Flow (vph) 158 0
Enter Blocked Intersection Yes Yes
Lane Alignment Left Right
Median Width(ft) 0
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Stop
Intersection Summary

3.A.a
Packet Pg. 157 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
13: Dummy link & SR 99 SB On Ramp AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 622 70 0000
Future Volume (vph) 622 70 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 715 80 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 715 80 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 158 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
1: Main Street & SR 99 SB Off Ramp PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 267 420 288 558 0 0 0 0 50 0 72
Future Volume (vph) 0 267 420 288 558 0 0 0 0 50 0 72
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1863 1583 1770 3539 0000 1770 1583 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1863 1583 1770 3539 0000 1770 1583 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 1 4
Confl. Bikes (#/hr) 1 4
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 281 442 303 587 0 0 0 0 53 0 76
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 281 442 303 587 0 0 0 0 53 76 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 159 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 264 31 42 19 23 275 185 305 150 2 167 67 Future Volume (vph) 264 31 42 19 23 275 185 305 150 2 167 67 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 220 0 0 105 0 0
Storage Lanes 0 1 0 1 1 0 0
Taper Length (ft) 25 25 70 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.965
Flt Protected 0.957 0.978 0.986 0.965
Satd. Flow (prot) 0 1783 1583 0 1822 1583 0 3368 0 0 0 1798 Flt Permitted 0.957 0.978 0.986 0.965
Satd. Flow (perm) 0 1783 1583 0 1822 1583 0 3368 0 0 0 1798 Link Speed (mph) 35 35 35 30
Link Distance (ft) 1259 173 862 1232
Travel Time (s) 24.5 3.4 16.8 28.0
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 278 33 44 20 24 289 195 321 158 2 176 71 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 311 44 0 44 289 0 674 0 0 0 249 Enter Blocked Intersection Yes Yes Yes No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 12 0 12 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 9 15
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 160 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group SBR
Lane Configurations
Traffic Volume (vph) 81
Future Volume (vph) 81
Ideal Flow (vphpl) 1900
Storage Length (ft) 0
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 1.00
Ped Bike Factor
Frt 0.850
Flt Protected
Satd. Flow (prot) 1583
Flt Permitted
Satd. Flow (perm) 1583
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Peak Hour Factor 0.95
Adj. Flow (vph) 85
Shared Lane Traffic (%)
Lane Group Flow (vph) 85
Enter Blocked Intersection No
Lane Alignment Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor 1.00
Turning Speed (mph) 9
Sign Control
Intersection Summary

3.A.a
Packet Pg. 161 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations
Traffic Volume (vph) 6 59 266 17 2 234 1 15 2032
Future Volume (vph) 6 59 266 17 2 234 1 15 2032
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.993 0.999 0.875
Flt Protected 0.991 0.957 0.998
Satd. Flow (prot) 0 0 1833 0 0 1861 0 0 1783 0 0 1627
Flt Permitted 0.991 0.957 0.998
Satd. Flow (perm) 0 0 1833 0 0 1861 0 0 1783 0 0 1627
Link Speed (mph) 35 35 25 25
Link Distance (ft) 173 976 825 1027
Travel Time (s) 3.4 19.0 22.5 28.0
Confl. Peds. (#/hr) 1 1 3 1
Confl. Bikes (#/hr) 1 1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 6 62 280 18 2 246 1 16 2032
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 366 0 0 249 0 0 18 0 0 70
Enter Blocked Intersection No No No No 2 veh 2 veh 2 veh Yes No No Yes Yes Lane Alignment R NA Left Left Right Left Left Right Left Left Right Left Left Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 16 16 0 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 9 15 9 15 9 15
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 162 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group SBR
Lane Configurations
Traffic Volume (vph) 62
Future Volume (vph) 62
Ideal Flow (vphpl) 1900
Lane Util. Factor 1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot) 0
Flt Permitted
Satd. Flow (perm) 0
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr) 2
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.95
Adj. Flow (vph) 65
Shared Lane Traffic (%)
Lane Group Flow (vph) 0
Enter Blocked Intersection Yes
Lane Alignment Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor 1.00
Turning Speed (mph) 9
Sign Control
Intersection Summary

3.A.a
Packet Pg. 163 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Conditions
13: Dummy link & SR 99 SB On Ramp PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 638 70 0000
Future Volume (vph) 638 70 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1863 1583 0000
Flt Permitted
Satd. Flow (perm) 1863 1583 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 672 74 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 672 74 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 164 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.3 2.7 3.8 0.3
Total Delay (hr) 0.9 1.0 2.1 2.8 0.2 0.0 0.2 7.1
Total Del/Veh (s) 11.5 10.7 20.0 13.9 7.4 7.5 4.6 13.4
Stop Delay (hr) 0.6 0.8 1.7 1.6 0.1 0.0 0.1 4.9
Stop Del/Veh (s) 7.0 9.1 15.6 7.8 5.3 4.2 3.9 9.1
Total Stops 285 321 436 811 81 1 117 2052
Stop/Veh 0.99 0.99 1.13 1.12 1.00 1.00 0.99 1.07
Travel Dist (mi) 45.7 51.5 89.6 167.6 18.4 0.2 26.8 399.8 Travel Time (hr) 2.4 2.9 5.4 8.5 0.7 0.0 1.1 20.9
Avg Speed (mph) 19 18 17 20 26 25 27 19
Fuel Used (gal) 1.2 1.4 3.5 5.9 0.4 0.0 0.6 13.0
Fuel Eff. (mpg) 38.3 37.2 25.9 28.3 44.0 42.1 41.2 30.7 HC Emissions (g) 20 23 64 109 5 0 10 233
CO Emissions (g) 542 621 2050 3546 151 1 281 7191
NOx Emissions (g) 58 65 196 335 18 0 32 705
Vehicles Entered 284 321 382 716 81 1 117 1902
Vehicles Exited 285 320 381 715 81 1 117 1900
Hourly Exit Rate 285 320 381 715 81 1 117 1900
Input Volume 281 317 379 710 83 1 116 1887
% of Volume 101 101 101 101 98 100 101 101
Denied Entry Before 00000000
Denied Entry After 00000000
Density (ft/veh) 375
Occupancy (veh) 2 3 5 8 1 0 1 21

3.A.a
Packet Pg. 165 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 1.6 0.7 Total Delay (hr) 0.0 2.5 0.3 0.1 0.0 0.1 0.2 0.7 0.0 0.5 1.6 0.5 Total Del/Veh (s) 21.6 27.5 30.4 4.1 5.6 9.1 12.0 5.5 15.3 18.0 13.9 Stop Delay (hr) 0.0 2.4 0.3 0.1 0.0 0.1 0.1 0.6 0.0 0.4 1.0 0.4 Stop Del/Veh (s) 21.8 26.9 27.6 3.7 5.6 7.9 9.3 5.0 11.5 11.5 11.7 Total Stops 1 295 30 70 2 47 54 132 1 116 323 124
Stop/Veh 1.00 0.90 0.91 0.99 0.67 1.00 1.00 0.29 1.00 1.03 1.01 Travel Dist (mi) 0.0 15.5 1.6 3.4 0.1 1.3 1.4 9.7 0.1 17.7 48.5 19.0 Travel Time (hr) 0.0 3.1 0.3 0.2 0.0 0.2 0.2 1.3 0.0 1.2 3.0 1.1 Avg Speed (mph) 4 5 5 14 7 7 6 7 16 17 17 17
Fuel Used (gal) 0.0 0.8 0.1 0.1 0.0 0.1 0.1 0.5 0.0 0.5 1.4 0.5 Fuel Eff. (mpg) 16.0 18.8 18.5 44.0 22.2 21.2 19.6 21.6 36.9 32.6 35.6 37.1 HC Emissions (g) 0 5 0 1 0 0 1 4 0 8 19 9
CO Emissions (g) 0 130 13 27 0 10 14 92 0 319 724 295
NOx Emissions (g) 0 12 1 2 0 1 2 12 0 24 55 25
Vehicles Entered 1 324 33 71 3 47 54 456 0 115 313 122
Vehicles Exited 1 324 33 70 2 47 54 455 0 115 314 122
Hourly Exit Rate 1 324 33 70 2 47 54 455 0 115 314 122
Input Volume 1 316 32 72 2 45 56 450 1 116 319 120
% of Volume 100 103 105 98 100 104 96 101 0 99 98 102
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 030000010131

3.A.a
Packet Pg. 166 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement SBU SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.3
Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.5
Total Delay (hr) 0.0 0.8 0.4 0.3 7.9
Total Del/Veh (s) 18.9 18.4 18.9 7.0 14.8
Stop Delay (hr) 0.0 0.6 0.3 0.2 6.6
Stop Del/Veh (s) 16.7 14.6 13.8 4.7 12.3
Total Stops 4 155 73 132 1559
Stop/Veh 1.00 0.99 0.97 0.99 0.81
Travel Dist (mi) 1.0 36.4 17.1 31.1 203.7
Travel Time (hr) 0.1 2.0 0.9 1.4 15.2
Avg Speed (mph) 17 18 18 23 14
Fuel Used (gal) 0.0 1.3 0.6 1.0 6.9
Fuel Eff. (mpg) 28.3 28.2 28.4 30.3 29.3
HC Emissions (g) 0 21 10 28 107
CO Emissions (g) 15 711 345 760 3456
NOx Emissions (g) 1 63 31 79 307
Vehicles Entered 4 155 73 133 1904
Vehicles Exited 4 156 74 132 1903
Hourly Exit Rate 4 156 74 132 1903
Input Volume 4 153 76 132 1894
% of Volume 94 102 98 100 101
Denied Entry Before 00000
Denied Entry After 00000
Density (ft/veh) 326
Occupancy (veh) 0 2 1 1 15

3.A.a
Packet Pg. 167 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBT Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.1 0.1 0.1 0.3 0.1
Total Delay (hr) 0.0 0.1 0.1 0.0 0.0 0.9 0.0 0.0 0.1 0.0 0.0 0.0 Total Del/Veh (s) 5.7 1.6 1.1 8.3 6.6 2.9 15.2 12.8 4.0 Stop Delay (hr) 0.0 0.1 0.1 0.0 0.0 0.5 0.0 0.0 0.1 0.0 0.0 0.0 Stop Del/Veh (s) 5.0 1.1 0.9 4.6 5.2 2.6 13.5 9.8 3.7
Total Stops 0 29 9 0 0 85 1 1 26 1 2 0
Stop/Veh 0.52 0.04 0.00 0.21 0.20 1.00 1.00 1.00 1.00
Travel Dist (mi) 0.0 1.2 5.1 0.5 0.1 71.8 0.9 0.1 3.9 0.2 0.3 0.1 Travel Time (hr) 0.0 0.2 0.4 0.0 0.0 2.9 0.0 0.0 0.3 0.0 0.0 0.0 Avg Speed (mph) 2 7 12 12 30 25 23 20 15 17 20 18
Fuel Used (gal) 0.0 0.1 0.4 0.0 0.0 1.6 0.0 0.0 0.1 0.0 0.0 0.0 Fuel Eff. (mpg) 7.1 15.0 11.8 19.6 49.7 44.2 43.9 36.2 35.9 31.7 39.9 36.8 HC Emissions (g) 0 1 9 1 0 28 0 0 2 0 0 0
CO Emissions (g) 0 21 300 12 0 798 7 0 27 1 1 1
NOx Emissions (g) 0 3 30 2 0 86 004000
Vehicles Entered 0 56 235 23 0 394 5 1 25 1 2 0
Vehicles Exited 0 56 235 23 0 394 5 1 26 1 2 0
Hourly Exit Rate 0 56 235 23 0 394 5 1 26 1 2 0
Input Volume 1 52 230 24 1 391 4 1 24 1 1 1
% of Volume 0 108 102 95 0 101 118 100 107 100 200 0
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 000003000000

3.A.a
Packet Pg. 168 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 5
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement SBR All
Denied Delay (hr) 0.0 0.0
Denied Del/Veh (s) 0.2 0.1
Total Delay (hr) 0.4 1.7
Total Del/Veh (s) 11.2 6.8
Stop Delay (hr) 0.4 1.2
Stop Del/Veh (s) 10.4 4.8
Total Stops 140 294
Stop/Veh 0.99 0.33
Travel Dist (mi) 26.2 110.2
Travel Time (hr) 1.5 5.4
Avg Speed (mph) 17 21
Fuel Used (gal) 0.7 3.0
Fuel Eff. (mpg) 36.1 36.3
HC Emissions (g) 10 50
CO Emissions (g) 193 1361
NOx Emissions (g) 24 150
Vehicles Entered 139 881
Vehicles Exited 140 883
Hourly Exit Rate 140 883
Input Volume 137 868
% of Volume 102 102
Denied Entry Before 0 0
Denied Entry After 0 0
Density (ft/veh) 537
Occupancy (veh) 2 5

3.A.a
Packet Pg. 169 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 6
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s) 8.0 3.6 0.1 0.0 0.3 0.4
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 6.4 3.2 0.0 0.0 0.0 0.2
Total Stops 20 2 0 0 0 2 24
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi) 0.7 0.1 17.6 0.3 0.0 52.6 71.3
Travel Time (hr) 0.1 0.0 0.5 0.0 0.0 1.5 2.1
Avg Speed (mph) 9 13 36 23 28 36 35
Fuel Used (gal) 0.0 0.0 0.5 0.0 0.0 1.2 1.7
Fuel Eff. (mpg) 38.5 48.7 34.5 64.4 41.4 44.3 41.4
HC Emissions (g) 0 0 17 0 0 22 39
CO Emissions (g) 3 0 454 2 0 466 926
NOx Emissions (g) 0 0 47 0 0 75 123
Vehicles Entered 20 2 288 4 0 409 723
Vehicles Exited 20 2 288 4 0 409 723
Hourly Exit Rate 20 2 288 4 0 409 723
Input Volume 19 2 293 4 1 401 720
% of Volume 105 100 98 94 0 102 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 587
Occupancy (veh) 0000012

3.A.a
Packet Pg. 170 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.1 0.1
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.3 3.9 0.3
Total Delay (hr) 0.7 1.3 1.2 1.9 0.1 0.1 5.3
Total Del/Veh (s) 9.9 11.3 14.4 12.0 6.4 3.5 11.3
Stop Delay (hr) 0.4 1.1 0.8 1.0 0.1 0.1 3.4
Stop Del/Veh (s) 5.3 9.5 10.0 6.3 4.5 3.1 7.4
Total Stops 268 420 340 636 56 74 1794
Stop/Veh 0.99 0.99 1.16 1.14 0.98 1.00 1.07
Travel Dist (mi) 43.1 67.4 68.0 129.7 12.9 16.9 338.0
Travel Time (hr) 2.1 3.8 3.6 6.2 0.5 0.7 16.9
Avg Speed (mph) 21 18 19 21 27 28 20
Fuel Used (gal) 1.1 1.8 2.5 4.4 0.3 0.4 10.5
Fuel Eff. (mpg) 39.3 37.6 27.5 29.1 45.7 42.8 32.2
HC Emissions (g) 14 23 36 68 3 7 150
CO Emissions (g) 419 672 1355 2459 75 170 5149
NOx Emissions (g) 41 67 117 216 10 21 471
Vehicles Entered 269 420 289 552 56 74 1660
Vehicles Exited 268 420 289 552 56 74 1659
Hourly Exit Rate 268 420 289 552 56 74 1659
Input Volume 269 420 293 560 55 72 1669
% of Volume 100 100 99 99 102 102 99
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 463
Occupancy (veh) 2 4 4 6 0 1 17

3.A.a
Packet Pg. 171 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.1 1.6 0.8 0.0 0.0 0.0 Total Delay (hr) 0.9 0.1 0.0 0.0 0.1 0.2 0.7 1.2 0.4 0.0 0.6 0.3 Total Del/Veh (s) 12.2 15.4 3.2 7.0 8.7 2.5 12.0 14.3 9.6 13.9 13.7 14.9 Stop Delay (hr) 0.7 0.1 0.0 0.0 0.0 0.1 0.4 0.7 0.3 0.0 0.4 0.2 Stop Del/Veh (s) 10.1 11.2 2.9 5.7 6.1 1.8 8.0 7.8 7.1 10.4 9.7 9.2 Total Stops 259 30 51 18 22 43 193 306 154 1 163 69
Stop/Veh 0.99 0.97 0.98 1.00 0.96 0.16 0.99 1.00 1.00 1.00 0.99 1.00 Travel Dist (mi) 12.4 1.4 2.5 0.5 0.6 5.8 29.8 47.1 23.7 0.3 38.2 16.1 Travel Time (hr) 1.4 0.2 0.2 0.1 0.1 0.6 1.7 2.6 1.3 0.0 1.9 0.8 Avg Speed (mph) 9 8 15 8 8 11 19 19 19 21 20 20
Fuel Used (gal) 0.4 0.0 0.0 0.0 0.0 0.2 0.8 1.2 0.6 0.0 1.3 0.5 Fuel Eff. (mpg) 33.7 31.7 55.2 26.7 25.8 30.9 36.1 39.3 41.1 33.7 29.4 29.5 HC Emissions (g) 1 0 0 0 0 1 11 14 7 0 19 6
CO Emissions (g) 47 9 10 2 8 36 447 571 263 4 695 258
NOx Emissions (g) 5 1 1 0 1 4 31 42 21 0 58 19
Vehicles Entered 260 31 51 18 23 275 193 304 153 1 164 69 Vehicles Exited 260 31 51 18 23 275 192 304 153 1 162 69 Hourly Exit Rate 260 31 51 18 23 275 192 304 153 1 162 69 Input Volume 268 32 50 19 24 275 194 307 150 2 167 67
% of Volume 97 95 102 94 96 100 99 99 102 50 97 103
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 100001221021

3.A.a
Packet Pg. 172 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement SBR All
Denied Delay (hr) 0.0 0.3
Denied Del/Veh (s) 0.0 0.7
Total Delay (hr) 0.2 4.7
Total Del/Veh (s) 6.5 10.3
Stop Delay (hr) 0.1 3.2
Stop Del/Veh (s) 4.4 7.0
Total Stops 91 1400
Stop/Veh 1.00 0.85
Travel Dist (mi) 21.3 199.7
Travel Time (hr) 0.9 11.7
Avg Speed (mph) 23 18
Fuel Used (gal) 0.7 5.8
Fuel Eff. (mpg) 30.5 34.2
HC Emissions (g) 14 74
CO Emissions (g) 437 2788
NOx Emissions (g) 41 226
Vehicles Entered 91 1633
Vehicles Exited 91 1630
Hourly Exit Rate 91 1630
Input Volume 88 1644
% of Volume 104 99
Denied Entry Before 0 0
Denied Entry After 0 0
Density (ft/veh) 427
Occupancy (veh) 1 11

3.A.a
Packet Pg. 173 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 Total Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s) 6.9 2.8 1.3 0.8 2.7 2.5 0.8 9.6 7.1 6.9 9.2 5.9 Stop Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 6.7 2.2 0.8 0.7 0.7 0.5 0.4 7.9 4.6 5.4 6.3 5.2 Total Stops 2 17 5 0 0 7 0 14 3 3 2 66
Stop/Veh 0.40 0.29 0.02 0.00 0.00 0.03 0.00 1.00 1.00 1.00 1.00 0.99 Travel Dist (mi) 0.1 1.2 5.8 0.4 0.4 41.9 0.3 2.2 0.5 0.5 0.4 12.4 Travel Time (hr) 0.0 0.1 0.5 0.0 0.0 1.3 0.0 0.1 0.0 0.0 0.0 0.6 Avg Speed (mph) 6 10 13 11 30 33 30 18 20 20 20 20
Fuel Used (gal) 0.0 0.1 0.5 0.0 0.0 0.9 0.0 0.1 0.0 0.0 0.0 0.3 Fuel Eff. (mpg) 13.7 16.0 11.8 19.9 41.9 48.8 45.8 40.7 42.1 39.3 38.7 40.4 HC Emissions (g) 0 1 8 0 0 14 0 0 0 0 0 4
CO Emissions (g) 1 22 306 4 3 380 2 5 2 2 1 71
NOx Emissions (g) 0 3 30 1 0 45 010009
Vehicles Entered 5 58 266 19 2 230 2 14 3 2 2 66
Vehicles Exited 5 58 266 19 2 230 2 14 3 3 2 66
Hourly Exit Rate 5 58 266 19 2 230 2 14 3 3 2 66
Input Volume 6 59 268 17 2 234 1 15 2 3 2 62
% of Volume 83 98 99 110 100 98 200 92 150 100 100 106
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 000001000001

3.A.a
Packet Pg. 174 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 5
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement All
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.1
Total Delay (hr) 0.5
Total Del/Veh (s) 2.6
Stop Delay (hr) 0.3
Stop Del/Veh (s) 1.5
Total Stops 119
Stop/Veh 0.18
Travel Dist (mi) 66.1
Travel Time (hr) 2.8
Avg Speed (mph) 24
Fuel Used (gal) 1.9
Fuel Eff. (mpg) 35.5
HC Emissions (g) 27
CO Emissions (g) 798
NOx Emissions (g) 90
Vehicles Entered 669
Vehicles Exited 670
Hourly Exit Rate 670
Input Volume 671
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 1041
Occupancy (veh) 3

3.A.a
Packet Pg. 175 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 6
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s) 8.6 7.1 0.0 0.0 0.1 0.2
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 5.4 3.2 0.0 0.0 0.0 0.1
Total Stops 11 1 0 0 0 0 12
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.02
Travel Dist (mi) 0.4 0.0 17.7 0.1 0.1 42.5 60.8
Travel Time (hr) 0.0 0.0 0.6 0.0 0.0 1.4 2.0
Avg Speed (mph) 10 13 32 32 26 32 31
Fuel Used (gal) 0.0 0.0 0.4 0.0 0.0 1.0 1.5
Fuel Eff. (mpg) 41.6 55.0 42.4 44.3 40.9 41.5 41.8
HC Emissions (g) 0 0 8 0 0 13 21
CO Emissions (g) 1 0 138 0 0 240 379
NOx Emissions (g) 0 0 23 0 0 40 63
Vehicles Entered 11 1 288 1 0 331 632
Vehicles Exited 11 1 289 1 0 331 633
Hourly Exit Rate 11 1 289 1 0 331 633
Input Volume 13 1 289 1 1 337 642
% of Volume 83 100 100 100 0 98 99
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 611
Occupancy (veh) 0010012

3.A.a
Packet Pg. 176 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 7
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.0 0.1 0.0 0.1
Total Del/Veh (s) 0.4 1.0 1.0 0.7
Stop Delay (hr) 0.0 0.0 0.0 0.1
Stop Del/Veh (s) 0.0 0.6 0.5 0.3
Total Stops 0000
Stop/Veh 0.00 0.00 0.00 0.00
Travel Dist (mi) 21.4 15.7 0.9 37.9
Travel Time (hr) 0.7 0.8 0.0 1.5
Avg Speed (mph) 30 20 20 25
Fuel Used (gal) 0.4 1.1 0.1 1.6
Fuel Eff. (mpg) 49.1 13.7 14.2 23.1
HC Emissions (g) 5 22 1 29
CO Emissions (g) 117 1043 49 1210
NOx Emissions (g) 16 72 3 91
Vehicles Entered 342 289 16 647
Vehicles Exited 342 289 16 647
Hourly Exit Rate 342 289 16 647
Input Volume 350 290 15 656
% of Volume 98 100 105 99
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 399
Occupancy (veh) 1102

3.A.a
Packet Pg. 177 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 8
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.7 0.0 1.7
Total Del/Veh (s) 9.4 1.3 8.6
Stop Delay (hr) 0.6 0.0 0.6
Stop Del/Veh (s) 3.5 0.8 3.2
Total Stops 638 0 638
Stop/Veh 0.99 0.00 0.90
Travel Dist (mi) 46.0 4.7 50.8
Travel Time (hr) 3.5 0.2 3.7
Avg Speed (mph) 13 21 14
Fuel Used (gal) 2.1 0.4 2.5
Fuel Eff. (mpg) 21.7 12.3 20.3
HC Emissions (g) 29 9 38
CO Emissions (g) 970 419 1390
NOx Emissions (g) 108 26 134
Vehicles Entered 638 71 709
Vehicles Exited 638 70 708
Hourly Exit Rate 638 70 708
Input Volume 642 71 714
% of Volume 99 98 99
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 197
Occupancy (veh) 4 0 4

3.A.a
Packet Pg. 178 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 9
Total Network Performance
Denied Delay (hr) 0.5
Denied Del/Veh (s) 0.8
Total Delay (hr) 13.3
Total Del/Veh (s) 22.0
Stop Delay (hr) 7.8
Stop Del/Veh (s) 12.8
Total Stops 3963
Stop/Veh 1.81
Travel Dist (mi) 1078.9
Travel Time (hr) 49.5
Avg Speed (mph) 22
Fuel Used (gal) 36.5
Fuel Eff. (mpg) 29.5
HC Emissions (g) 576
CO Emissions (g) 21311
NOx Emissions (g) 1806
Vehicles Entered 2138
Vehicles Exited 2138
Hourly Exit Rate 2138
Input Volume 8136
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 368
Occupancy (veh) 49

3.A.a
Packet Pg. 179 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 125 237 139 79 94 65 63
Average Queue (ft) 64 103 62 45 55 30 29
95th Queue (ft) 100 186 105 70 79 55 52
Link Distance (ft) 847 847 1168 1168 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served LT R LT R LT TR ULT R
Maximum Queue (ft) 188 60 56 144 156 170 148 70
Average Queue (ft) 78 27 22 46 74 74 59 34
95th Queue (ft) 137 53 46 119 128 133 116 56
Link Distance (ft) 207 207 49 49 811 1168 1168
Upstream Blk Time (%) 0 0 5
Queuing Penalty (veh) 0 1 8
Storage Bay Dist (ft) 105
Storage Blk Time (%) 3 2
Queuing Penalty (veh) 8 7
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served ULTR LTR LTR LTR
Maximum Queue (ft) 57 79 34 71
Average Queue (ft) 21 7 13 35
95th Queue (ft) 58 45 36 61
Link Distance (ft) 49 959 802 988
Upstream Blk Time (%) 2
Queuing Penalty (veh) 6
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

3.A.a
Packet Pg. 180 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 11
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB
Directions Served LR
Maximum Queue (ft) 34
Average Queue (ft) 11
95th Queue (ft) 35
Link Distance (ft) 191
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 4
Average Queue (ft) 0
95th Queue (ft) 5
Link Distance (ft) 277
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 92
Average Queue (ft) 58
95th Queue (ft) 83
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 29

3.A.a
Packet Pg. 181 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 7
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.5 0.1 0.0 0.6
Total Del/Veh (s) 4.0 1.4 1.1 2.9
Stop Delay (hr) 0.3 0.1 0.0 0.4
Stop Del/Veh (s) 2.5 0.7 0.6 1.7
Total Stops 37 0 0 37
Stop/Veh 0.09 0.00 0.00 0.05
Travel Dist (mi) 26.8 15.4 0.5 42.7
Travel Time (hr) 1.2 0.8 0.0 2.0
Avg Speed (mph) 22 20 16 21
Fuel Used (gal) 0.5 1.3 0.0 1.8
Fuel Eff. (mpg) 55.2 11.6 21.0 23.2
HC Emissions (g) 8 32 0 40
CO Emissions (g) 212 1534 13 1759
NOx Emissions (g) 21 97 1 119
Vehicles Entered 429 293 10 732
Vehicles Exited 429 293 10 732
Hourly Exit Rate 429 293 10 732
Input Volume 420 298 8 726
% of Volume 102 98 121 101
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 300
Occupancy (veh) 1102

3.A.a
Packet Pg. 182 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 8
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.7 0.0 1.7
Total Del/Veh (s) 9.5 1.4 8.7
Stop Delay (hr) 0.6 0.0 0.6
Stop Del/Veh (s) 3.6 0.8 3.3
Total Stops 630 0 630
Stop/Veh 1.00 0.00 0.89
Travel Dist (mi) 45.9 4.9 50.8
Travel Time (hr) 3.5 0.2 3.7
Avg Speed (mph) 13 22 14
Fuel Used (gal) 2.1 0.4 2.5
Fuel Eff. (mpg) 21.7 12.5 20.3
HC Emissions (g) 36 10 46
CO Emissions (g) 1088 446 1534
NOx Emissions (g) 126 29 154
Vehicles Entered 629 73 702
Vehicles Exited 630 73 703
Hourly Exit Rate 630 73 703
Input Volume 627 70 698
% of Volume 100 104 101
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 198
Occupancy (veh) 3 0 4

3.A.a
Packet Pg. 183 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 9
Total Network Performance
Denied Delay (hr) 0.5
Denied Del/Veh (s) 0.8
Total Delay (hr) 20.3
Total Del/Veh (s) 30.4
Stop Delay (hr) 13.8
Stop Del/Veh (s) 20.6
Total Stops 4596
Stop/Veh 1.91
Travel Dist (mi) 1241.3
Travel Time (hr) 61.1
Avg Speed (mph) 20
Fuel Used (gal) 43.7
Fuel Eff. (mpg) 28.4
HC Emissions (g) 861
CO Emissions (g) 28985
NOx Emissions (g) 2607
Vehicles Entered 2356
Vehicles Exited 2357
Hourly Exit Rate 2357
Input Volume 9131
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 297
Occupancy (veh) 61

3.A.a
Packet Pg. 184 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 153 202 222 100 102 74 82
Average Queue (ft) 72 86 92 57 65 35 37
95th Queue (ft) 120 152 175 84 91 61 63
Link Distance (ft) 847 847 1168 1168 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 1
Queuing Penalty (veh) 3
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served ULT R ULT R ULT TR ULT R
Maximum Queue (ft) 274 76 94 162 165 242 172 75
Average Queue (ft) 135 32 42 99 75 88 70 40
95th Queue (ft) 259 58 75 176 139 184 137 64
Link Distance (ft) 207 207 49 49 811 1168 1168
Upstream Blk Time (%) 13 4 21
Queuing Penalty (veh) 28 11 59
Storage Bay Dist (ft) 105
Storage Blk Time (%) 4 5
Queuing Penalty (veh) 14 14
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served ULTR LTR ULTR LTR
Maximum Queue (ft) 61 249 64 117
Average Queue (ft) 32 50 20 54
95th Queue (ft) 69 175 49 95
Link Distance (ft) 49 959 802 988
Upstream Blk Time (%) 4
Queuing Penalty (veh) 11
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

3.A.a
Packet Pg. 185 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 11
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB NB SB
Directions Served LR TR LT
Maximum Queue (ft) 56 3 10
Average Queue (ft) 18 0 0
95th Queue (ft) 48 4 9
Link Distance (ft) 191 277 676
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 157
Average Queue (ft) 17
95th Queue (ft) 106
Link Distance (ft) 277
Upstream Blk Time (%) 0
Queuing Penalty (veh) 2
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 96
Average Queue (ft) 62
95th Queue (ft) 89
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 141

3.A.a
Packet Pg. 186 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 281 317 379 710 0 0 0 0 83 1 116 Future Volume (vph) 0 281 317 379 710 0 0 0 0 83 1 116
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.851
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1570 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1570 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 6
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 323 364 436 816 0 0 0 0 95 1 133
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 323 364 436 816 0 0 0 0 95 134 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 187 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations
Traffic Volume (vph) 1 316 31 72 2 45 56 450 1 116 319 120 Future Volume (vph) 1 316 31 72 2 45 56 450 1 116 319 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 105 0
Storage Lanes 010110
Taper Length (ft) 25 25 70
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 Ped Bike Factor
Frt 0.850 0.850 0.968
Flt Protected 0.956 0.978 0.990
Satd. Flow (prot) 0 0 1763 1568 0 0 1804 1568 0 0 3359 0 Flt Permitted 0.956 0.978 0.990
Satd. Flow (perm) 0 0 1763 1568 0 0 1804 1568 0 0 3359 0 Link Speed (mph) 35 35 35
Link Distance (ft) 288 173 862
Travel Time (s) 5.6 3.4 16.8
Confl. Peds. (#/hr) 2 2
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 1 363 36 83 2 52 64 517 1 133 367 138
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 400 83 0 0 118 517 0 0 639 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft) 12 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 9 9 15 9 9 15 9
Sign Control Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 188 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group SBU SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 4 153 75 132
Future Volume (vph) 4 153 75 132
Ideal Flow (vphpl) 1900 1900 1900 1900
Storage Length (ft) 0 0
Storage Lanes 0 1
Taper Length (ft) 25
Lane Util. Factor 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.850
Flt Protected 0.967
Satd. Flow (prot) 0 0 1784 1568
Flt Permitted 0.967
Satd. Flow (perm) 0 0 1784 1568
Link Speed (mph) 30
Link Distance (ft) 1232
Travel Time (s) 28.0
Confl. Peds. (#/hr) 2
Peak Hour Factor 0.87 0.87 0.87 0.87
Adj. Flow (vph) 5 176 86 152
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 267 152
Enter Blocked Intersection No No No No
Lane Alignment R NA Left Left Right
Median Width(ft) 0
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00
Turning Speed (mph) 9 15 9
Sign Control Stop
Intersection Summary

3.A.a
Packet Pg. 189 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations
Traffic Volume (vph) 1 52 229 24 1 391 4 1 24 1 1 0
Future Volume (vph) 1 52 229 24 1 391 4 1 24 1 1 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.989 0.999 0.996
Flt Protected 0.991 0.955
Satd. Flow (prot) 0 0 1808 0 0 1843 0 0 0 1755 0 0
Flt Permitted 0.991 0.955
Satd. Flow (perm) 0 0 1808 0 0 1843 0 0 0 1755 0 0
Link Speed (mph) 35 35 25
Link Distance (ft) 173 976 825
Travel Time (s) 3.4 19.0 22.5
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 1 60 263 28 1 449 5 1 28 1 1 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 352 0 0 455 0 0 0 31 0 0
Enter Blocked Intersection No No No No 2 veh 2 veh 2 veh No Yes No No Yes Lane Alignment R NA Left Left Right Left Left Right R NA Left Left Right Left Median Width(ft) 0 0 0
Link Offset(ft) 0 0 -45
Crosswalk Width(ft) 16 0 0
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 9 15 9 9 15 9 15
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 190 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1 137
Future Volume (vph) 1 137
Ideal Flow (vphpl) 1900 1900
Lane Util. Factor 1.00 1.00
Ped Bike Factor
Frt 0.866
Flt Protected
Satd. Flow (prot) 1597 0
Flt Permitted
Satd. Flow (perm) 1597 0
Link Speed (mph) 25
Link Distance (ft) 1027
Travel Time (s) 28.0
Confl. Peds. (#/hr) 1
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.87 0.87
Adj. Flow (vph) 1 157
Shared Lane Traffic (%)
Lane Group Flow (vph) 158 0
Enter Blocked Intersection Yes Yes
Lane Alignment Left Right
Median Width(ft) 0
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Stop
Intersection Summary

3.A.a
Packet Pg. 191 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
4: Frontage Rd & Hotel Driveway 2 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 19 2 293 4 1 401
Future Volume (vph) 19 2 293 4 1 401
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.989 0.998
Flt Protected 0.956
Satd. Flow (prot) 1744 0 1841 0 0 1845
Flt Permitted 0.956
Satd. Flow (perm) 1744 0 1841 0 0 1845
Link Speed (mph) 25 35 35
Link Distance (ft) 219 326 698
Travel Time (s) 6.0 6.4 13.6
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 22 2 337 5 1 461
Shared Lane Traffic (%)
Lane Group Flow (vph) 24 0 342 0 0 462
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 192 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
5: Frontage Rd & Hotel Driveway 1 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 7
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 420 297 8 0 0
Future Volume (vph) 0 420 297 8 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.997
Flt Protected
Satd. Flow (prot) 0 1845 1839 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1845 1839 0 0 0
Link Speed (mph) 35 35 30
Link Distance (ft) 326 288 215
Travel Time (s) 6.4 5.6 4.9
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 0 483 341 9 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 483 350 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 193 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
13: Dummy link & SR 99 SB On Ramp AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 8
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 627 70 0000
Future Volume (vph) 627 70 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 721 80 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 721 80 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 194 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 269 420 293 559 0 0 0 0 55 0 72
Future Volume (vph) 0 269 420 293 559 0 0 0 0 55 0 72
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1863 1583 1770 3539 0000 1770 1583 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1863 1583 1770 3539 0000 1770 1583 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 1 4
Confl. Bikes (#/hr) 1 4
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 283 442 308 588 0 0 0 0 58 0 76
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 283 442 308 588 0 0 0 0 58 76 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 195 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 268 32 50 19 23 275 194 307 150 2 167 67 Future Volume (vph) 268 32 50 19 23 275 194 307 150 2 167 67 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 105 0 0
Storage Lanes 0 1 0 1 1 0 0
Taper Length (ft) 25 25 70 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.965
Flt Protected 0.957 0.978 0.985 0.965
Satd. Flow (prot) 0 1783 1583 0 1822 1583 0 3364 0 0 0 1798 Flt Permitted 0.957 0.978 0.985 0.965
Satd. Flow (perm) 0 1783 1583 0 1822 1583 0 3364 0 0 0 1798 Link Speed (mph) 35 35 35 30
Link Distance (ft) 288 173 862 1232
Travel Time (s) 5.6 3.4 16.8 28.0
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 282 34 53 20 24 289 204 323 158 2 176 71 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 316 53 0 44 289 0 685 0 0 0 249 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 12 0 12 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 9 15
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 196 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group SBR
Lane Configurations
Traffic Volume (vph) 88
Future Volume (vph) 88
Ideal Flow (vphpl) 1900
Storage Length (ft) 0
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 1.00
Ped Bike Factor
Frt 0.850
Flt Protected
Satd. Flow (prot) 1583
Flt Permitted
Satd. Flow (perm) 1583
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Peak Hour Factor 0.95
Adj. Flow (vph) 93
Shared Lane Traffic (%)
Lane Group Flow (vph) 93
Enter Blocked Intersection No
Lane Alignment Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor 1.00
Turning Speed (mph) 9
Sign Control
Intersection Summary

3.A.a
Packet Pg. 197 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations
Traffic Volume (vph) 6 59 267 17 2 234 1 15 2032
Future Volume (vph) 6 59 267 17 2 234 1 15 2032
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.993 0.999 0.875
Flt Protected 0.991 0.957 0.998
Satd. Flow (prot) 0 0 1833 0 0 1861 0 0 1783 0 0 1627
Flt Permitted 0.991 0.957 0.998
Satd. Flow (perm) 0 0 1833 0 0 1861 0 0 1783 0 0 1627
Link Speed (mph) 35 35 25 25
Link Distance (ft) 173 976 825 1027
Travel Time (s) 3.4 19.0 22.5 28.0
Confl. Peds. (#/hr) 1 1 3 1
Confl. Bikes (#/hr) 1 1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 6 62 281 18 2 246 1 16 2032
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 367 0 0 249 0 0 18 0 0 70
Enter Blocked Intersection No No No No 2 veh 2 veh 2 veh Yes No No Yes Yes Lane Alignment R NA Left Left Right Left Left Right Left Left Right Left Left Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 16 0 0 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 9 15 9 15 9 15
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 198 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group SBR
Lane Configurations
Traffic Volume (vph) 62
Future Volume (vph) 62
Ideal Flow (vphpl) 1900
Lane Util. Factor 1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot) 0
Flt Permitted
Satd. Flow (perm) 0
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr) 2
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.95
Adj. Flow (vph) 65
Shared Lane Traffic (%)
Lane Group Flow (vph) 0
Enter Blocked Intersection Yes
Lane Alignment Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor 1.00
Turning Speed (mph) 9
Sign Control
Intersection Summary

3.A.a
Packet Pg. 199 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
4: Frontage Rd & Hotel Driveway 2 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 13 1 289 1 1 337
Future Volume (vph) 13 1 289 1 1 337
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.991
Flt Protected 0.955
Satd. Flow (prot) 1763 0 1863 0 0 1863
Flt Permitted 0.955
Satd. Flow (perm) 1763 0 1863 0 0 1863
Link Speed (mph) 30 30 30
Link Distance (ft) 219 326 698
Travel Time (s) 5.0 7.4 15.9
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 14 1 304 1 1 355
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 0 305 0 0 356
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 60 60 60 60
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 200 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.4 3.0 3.8 0.3
Total Delay (hr) 1.1 1.0 2.6 2.2 0.2 0.0 0.2 7.3
Total Del/Veh (s) 13.2 11.2 24.8 11.4 7.7 9.1 4.6 13.8
Stop Delay (hr) 0.7 0.9 2.2 1.0 0.1 0.0 0.1 5.0
Stop Del/Veh (s) 8.8 9.7 20.8 5.0 5.6 5.0 3.9 9.5
Total Stops 287 323 381 696 83 1 118 1889
Stop/Veh 0.99 0.99 0.99 1.00 0.99 1.00 0.99 0.99
Travel Dist (mi) 46.0 51.7 87.8 160.9 18.9 0.2 27.1 392.6 Travel Time (hr) 2.5 2.9 5.6 7.3 0.8 0.0 1.1 20.2
Avg Speed (mph) 18 18 16 22 25 25 27 20
Fuel Used (gal) 1.2 1.4 3.2 5.1 0.4 0.0 0.7 12.1
Fuel Eff. (mpg) 36.9 36.8 27.0 31.5 43.9 42.4 40.6 32.4 HC Emissions (g) 19 21 53 97 6 0 12 208
CO Emissions (g) 533 593 1708 2905 158 1 319 6217
NOx Emissions (g) 55 60 165 299 20 0 37 637
Vehicles Entered 287 322 380 694 83 1 119 1886
Vehicles Exited 287 323 381 692 83 1 118 1885
Hourly Exit Rate 287 323 381 692 83 1 118 1885
Input Volume 281 317 379 710 83 1 116 1887
% of Volume 102 102 101 97 100 100 102 100
Denied Entry Before 00000000
Denied Entry After 00000000
Density (ft/veh) 386
Occupancy (veh) 3 3 6 7 1 0 1 20

3.A.a
Packet Pg. 201 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.7 3.3 0.0 0.0 0.0 Total Delay (hr) 2.5 0.2 0.1 0.3 0.4 1.4 1.1 2.4 0.2 2.1 0.6 0.6 Total Del/Veh (s) 28.2 28.4 7.4 22.7 25.3 11.4 32.5 27.7 6.5 47.0 26.9 15.3 Stop Delay (hr) 2.0 0.2 0.1 0.3 0.4 1.2 0.9 1.8 0.1 1.8 0.5 0.4 Stop Del/Veh (s) 23.2 24.4 6.9 21.6 22.8 9.2 28.4 21.1 4.6 40.8 21.7 10.0 Total Stops 239 23 54 32 39 335 102 226 89 153 54 103
Stop/Veh 0.75 0.77 0.75 0.71 0.68 0.74 0.85 0.73 0.75 0.97 0.71 0.74 Travel Dist (mi) 14.4 1.4 3.3 1.2 1.6 12.4 18.5 47.9 18.3 36.1 17.6 32.5 Travel Time (hr) 2.9 0.3 0.3 0.4 0.5 1.9 1.8 3.7 0.9 3.2 1.1 1.6 Avg Speed (mph) 5 5 11 4 3 7 11 13 22 11 16 20
Fuel Used (gal) 0.9 0.1 0.1 0.1 0.2 0.8 0.8 1.7 0.5 1.6 0.7 1.2 Fuel Eff. (mpg) 15.3 18.1 38.3 12.2 10.2 16.1 24.5 28.0 35.0 22.2 25.2 28.0 HC Emissions (g) 7 0 1 0 2 9 11 25 9 24 13 24
CO Emissions (g) 181 14 21 17 57 247 401 817 366 774 394 735 NOx Emissions (g) 23 1 2 2 5 29 31 74 26 70 38 72
Vehicles Entered 315 30 72 45 57 450 119 307 117 156 75 139 Vehicles Exited 315 30 72 45 57 451 118 308 117 155 75 139 Hourly Exit Rate 315 30 72 45 57 451 118 308 117 155 75 139 Input Volume 317 33 72 45 57 452 116 320 120 157 76 132 % of Volume 99 92 100 100 100 100 102 96 97 99 99 106
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 300002241312

3.A.a
Packet Pg. 202 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.3
Denied Del/Veh (s) 0.5
Total Delay (hr) 11.9
Total Del/Veh (s) 22.6
Stop Delay (hr) 9.7
Stop Del/Veh (s) 18.5
Total Stops 1449
Stop/Veh 0.76
Travel Dist (mi) 205.2
Travel Time (hr) 18.6
Avg Speed (mph) 11
Fuel Used (gal) 8.6
Fuel Eff. (mpg) 23.9
HC Emissions (g) 126
CO Emissions (g) 4025
NOx Emissions (g) 373
Vehicles Entered 1882
Vehicles Exited 1882
Hourly Exit Rate 1882
Input Volume 1896
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 312
Occupancy (veh) 18

3.A.a
Packet Pg. 203 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.1 Total Delay (hr) 0.1 0.2 0.0 0.0 0.7 0.0 0.2 0.0 0.0 0.0 0.6 1.7 Total Del/Veh (s) 6.1 2.7 1.5 6.0 3.5 36.8 11.0 8.9 12.3 14.4 7.2 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 0.5 1.2 Stop Del/Veh (s) 4.5 0.9 1.0 3.0 2.7 35.0 8.4 8.7 10.4 13.8 5.1 Total Stops 27 15 2 0 57 1 23 1 1 1 136 264
Stop/Veh 0.53 0.07 0.08 0.14 0.20 1.00 1.00 1.00 1.00 0.99 0.30 Travel Dist (mi) 1.4 6.1 0.7 0.1 71.7 0.9 3.5 0.1 0.2 0.1 26.0 110.6 Travel Time (hr) 0.2 0.4 0.1 0.0 2.6 0.0 0.4 0.0 0.0 0.0 1.6 5.3 Avg Speed (mph) 8 14 12 29 28 27 9 17 18 14 16 21
Fuel Used (gal) 0.1 0.5 0.0 0.0 1.6 0.0 0.1 0.0 0.0 0.0 0.7 3.2 Fuel Eff. (mpg) 17.6 12.3 20.9 36.2 43.6 49.6 25.7 32.1 38.3 32.3 35.2 35.1 HC Emissions (g) 1 9 1 0 28 0 2 0 0 0 10 51
CO Emissions (g) 23 360 16 1 794 5 41 1 1 0 196 1438
NOx Emissions (g) 3 32 2 0 88 0 5 0 0 0 25 156
Vehicles Entered 51 227 25 0 393 5 23 1 1 1 136 863
Vehicles Exited 51 227 25 0 393 5 23 1 1 1 137 864
Hourly Exit Rate 51 227 25 0 393 5 23 1 1 1 137 864
Input Volume 52 235 24 1 393 4 24 1 1 1 137 873
% of Volume 99 97 103 0 100 118 95 100 100 100 100 99
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 553
Occupancy (veh) 000030000025

3.A.a
Packet Pg. 204 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s) 7.1 4.4 0.2 0.1 0.2 0.4
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 5.6 4.0 0.0 0.0 0.0 0.2
Total Stops 20 3 0 0 0 0 23
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi) 0.7 0.1 18.3 0.3 0.1 50.9 70.4
Travel Time (hr) 0.1 0.0 0.5 0.0 0.0 1.4 2.0
Avg Speed (mph) 10 11 36 23 28 37 35
Fuel Used (gal) 0.0 0.0 0.5 0.0 0.0 1.2 1.7
Fuel Eff. (mpg) 38.3 39.3 35.0 63.0 51.8 43.7 41.1
HC Emissions (g) 0 0 15 0 0 18 33
CO Emissions (g) 5 0 404 2 0 383 794
NOx Emissions (g) 0 0 45 0 0 65 111
Vehicles Entered 20 3 298 6 0 397 724
Vehicles Exited 20 3 298 6 0 396 723
Hourly Exit Rate 20 3 298 6 0 396 723
Input Volume 19 2 293 4 1 402 721
% of Volume 105 150 102 141 0 99 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 591
Occupancy (veh) 0010012

3.A.a
Packet Pg. 205 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.2 0.1 0.0 0.3
Total Del/Veh (s) 1.5 1.8 1.0 1.6
Stop Delay (hr) 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 0.2 0.3 0.3 0.2
Total Stops 8008
Stop/Veh 0.02 0.00 0.00 0.01
Travel Dist (mi) 26.1 15.4 0.5 42.0
Travel Time (hr) 0.9 0.7 0.0 1.6
Avg Speed (mph) 29 23 18 27
Fuel Used (gal) 0.4 1.2 0.0 1.7
Fuel Eff. (mpg) 59.6 12.6 25.3 25.0
HC Emissions (g) 8 29 0 37
CO Emissions (g) 213 1395 11 1618
NOx Emissions (g) 22 89 1 112
Vehicles Entered 416 306 10 732
Vehicles Exited 416 305 10 731
Hourly Exit Rate 416 305 10 731
Input Volume 421 298 8 727
% of Volume 99 102 121 101
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 384
Occupancy (veh) 1102

3.A.a
Packet Pg. 206 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.7 0.0 1.7
Total Del/Veh (s) 9.5 1.3 8.6
Stop Delay (hr) 0.6 0.0 0.6
Stop Del/Veh (s) 3.6 0.8 3.3
Total Stops 632 0 632
Stop/Veh 1.00 0.00 0.89
Travel Dist (mi) 45.2 4.9 50.1
Travel Time (hr) 3.5 0.2 3.7
Avg Speed (mph) 13 21 14
Fuel Used (gal) 2.1 0.4 2.5
Fuel Eff. (mpg) 21.6 12.3 20.1
HC Emissions (g) 33 10 43
CO Emissions (g) 1018 450 1468
NOx Emissions (g) 118 29 147
Vehicles Entered 632 73 705
Vehicles Exited 632 74 706
Hourly Exit Rate 632 74 706
Input Volume 627 70 698
% of Volume 101 105 101
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 195
Occupancy (veh) 3 0 4

3.A.a
Packet Pg. 207 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 0.5
Denied Del/Veh (s) 0.8
Total Delay (hr) 24.3
Total Del/Veh (s) 36.5
Stop Delay (hr) 16.9
Stop Del/Veh (s) 25.4
Total Stops 4265
Stop/Veh 1.78
Travel Dist (mi) 1228.2
Travel Time (hr) 63.1
Avg Speed (mph) 20
Fuel Used (gal) 44.1
Fuel Eff. (mpg) 27.8
HC Emissions (g) 835
CO Emissions (g) 27931
NOx Emissions (g) 2557
Vehicles Entered 2341
Vehicles Exited 2339
Hourly Exit Rate 2339
Input Volume 9142
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 301
Occupancy (veh) 63

3.A.a
Packet Pg. 208 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 184 175 282 232 167 77 74
Average Queue (ft) 82 86 129 79 81 36 37
95th Queue (ft) 145 149 250 211 142 62 60
Link Distance (ft) 847 847 1153 1153 1204
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 5
Queuing Penalty (veh) 21
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB WB NB NB NB SB SB
Directions Served L TR L T R L T R L TR
Maximum Queue (ft) 259 117 84 154 73 183 294 164 230 197 Average Queue (ft) 155 46 29 94 67 74 140 35 103 79
95th Queue (ft) 248 90 67 162 81 140 238 92 206 155
Link Distance (ft) 194 194 73 73 815 1153 1153
Upstream Blk Time (%) 5 0 1 12 13
Queuing Penalty (veh) 11 0 3 34 0
Storage Bay Dist (ft) 25 200 200
Storage Blk Time (%) 27 46 0 2
Queuing Penalty (veh) 122 26 0 6
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 82 244 77 145
Average Queue (ft) 32 42 21 59
95th Queue (ft) 84 157 56 116
Link Distance (ft) 73 959 800 1005
Upstream Blk Time (%) 2
Queuing Penalty (veh) 6
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

3.A.a
Packet Pg. 209 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB NB SB
Directions Served LR TR LT
Maximum Queue (ft) 59 2 2
Average Queue (ft) 18 0 0
95th Queue (ft) 50 2 3
Link Distance (ft) 179 277 675
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 76
Average Queue (ft) 7
95th Queue (ft) 43
Link Distance (ft) 277
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 94
Average Queue (ft) 61
95th Queue (ft) 87
Link Distance (ft) 326
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 228

3.A.a
Packet Pg. 210 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
5: Frontage Rd & Hotel Driveway 1 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 7
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 350 290 15 0 0
Future Volume (vph) 0 350 290 15 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993
Flt Protected
Satd. Flow (prot) 0 1863 1850 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1863 1850 0 0 0
Link Speed (mph) 30 30 30
Link Distance (ft) 326 288 215
Travel Time (s) 7.4 6.5 4.9
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 0 368 305 16 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 368 321 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 60 60 60 60
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 211 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel Conditions
13: Dummy link & SR 99 SB On Ramp PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 8
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 642 71 0000
Future Volume (vph) 642 71 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1863 1583 0000
Flt Permitted
Satd. Flow (perm) 1863 1583 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 676 75 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 676 75 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 212 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.4 3.0 3.8 0.3
Total Delay (hr) 1.1 1.0 2.6 2.2 0.2 0.0 0.2 7.3
Total Del/Veh (s) 13.2 11.2 24.8 11.4 7.7 9.1 4.6 13.8
Stop Delay (hr) 0.7 0.9 2.2 1.0 0.1 0.0 0.1 5.0
Stop Del/Veh (s) 8.8 9.7 20.8 5.0 5.6 5.0 3.9 9.5
Total Stops 287 323 381 696 83 1 118 1889
Stop/Veh 0.99 0.99 0.99 1.00 0.99 1.00 0.99 0.99
Travel Dist (mi) 46.0 51.7 87.8 160.9 18.9 0.2 27.1 392.6 Travel Time (hr) 2.5 2.9 5.6 7.3 0.8 0.0 1.1 20.2
Avg Speed (mph) 18 18 16 22 25 25 27 20
Fuel Used (gal) 1.2 1.4 3.2 5.1 0.4 0.0 0.7 12.1
Fuel Eff. (mpg) 36.9 36.8 27.0 31.5 43.9 42.4 40.6 32.4 HC Emissions (g) 19 21 53 97 6 0 12 208
CO Emissions (g) 533 593 1708 2905 158 1 319 6217
NOx Emissions (g) 55 60 165 299 20 0 37 637
Vehicles Entered 287 322 380 694 83 1 119 1886
Vehicles Exited 287 323 381 692 83 1 118 1885
Hourly Exit Rate 287 323 381 692 83 1 118 1885
Input Volume 281 317 379 710 83 1 116 1887
% of Volume 102 102 101 97 100 100 102 100
Denied Entry Before 00000000
Denied Entry After 00000000
Density (ft/veh) 386
Occupancy (veh) 3 3 6 7 1 0 1 20

3.A.a
Packet Pg. 213 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.7 3.3 0.0 0.0 0.0 Total Delay (hr) 2.5 0.2 0.1 0.3 0.4 1.4 1.1 2.4 0.2 2.1 0.6 0.6 Total Del/Veh (s) 28.2 28.4 7.4 22.7 25.3 11.4 32.5 27.7 6.5 47.0 26.9 15.3 Stop Delay (hr) 2.0 0.2 0.1 0.3 0.4 1.2 0.9 1.8 0.1 1.8 0.5 0.4 Stop Del/Veh (s) 23.2 24.4 6.9 21.6 22.8 9.2 28.4 21.1 4.6 40.8 21.7 10.0 Total Stops 239 23 54 32 39 335 102 226 89 153 54 103
Stop/Veh 0.75 0.77 0.75 0.71 0.68 0.74 0.85 0.73 0.75 0.97 0.71 0.74 Travel Dist (mi) 14.4 1.4 3.3 1.2 1.6 12.4 18.5 47.9 18.3 36.1 17.6 32.5 Travel Time (hr) 2.9 0.3 0.3 0.4 0.5 1.9 1.8 3.7 0.9 3.2 1.1 1.6 Avg Speed (mph) 5 5 11 4 3 7 11 13 22 11 16 20
Fuel Used (gal) 0.9 0.1 0.1 0.1 0.2 0.8 0.8 1.7 0.5 1.6 0.7 1.2 Fuel Eff. (mpg) 15.3 18.1 38.3 12.2 10.2 16.1 24.5 28.0 35.0 22.2 25.2 28.0 HC Emissions (g) 7 0 1 0 2 9 11 25 9 24 13 24
CO Emissions (g) 181 14 21 17 57 247 401 817 366 774 394 735 NOx Emissions (g) 23 1 2 2 5 29 31 74 26 70 38 72
Vehicles Entered 315 30 72 45 57 450 119 307 117 156 75 139 Vehicles Exited 315 30 72 45 57 451 118 308 117 155 75 139 Hourly Exit Rate 315 30 72 45 57 451 118 308 117 155 75 139 Input Volume 317 33 72 45 57 452 116 320 120 157 76 132 % of Volume 99 92 100 100 100 100 102 96 97 99 99 106
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 300002241312

3.A.a
Packet Pg. 214 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.3
Denied Del/Veh (s) 0.5
Total Delay (hr) 11.9
Total Del/Veh (s) 22.6
Stop Delay (hr) 9.7
Stop Del/Veh (s) 18.5
Total Stops 1449
Stop/Veh 0.76
Travel Dist (mi) 205.2
Travel Time (hr) 18.6
Avg Speed (mph) 11
Fuel Used (gal) 8.6
Fuel Eff. (mpg) 23.9
HC Emissions (g) 126
CO Emissions (g) 4025
NOx Emissions (g) 373
Vehicles Entered 1882
Vehicles Exited 1882
Hourly Exit Rate 1882
Input Volume 1896
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 312
Occupancy (veh) 18

3.A.a
Packet Pg. 215 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.1 Total Delay (hr) 0.1 0.2 0.0 0.0 0.7 0.0 0.2 0.0 0.0 0.0 0.6 1.7 Total Del/Veh (s) 6.1 2.7 1.5 6.0 3.5 36.8 11.0 8.9 12.3 14.4 7.2 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 0.5 1.2 Stop Del/Veh (s) 4.5 0.9 1.0 3.0 2.7 35.0 8.4 8.7 10.4 13.8 5.1 Total Stops 27 15 2 0 57 1 23 1 1 1 136 264
Stop/Veh 0.53 0.07 0.08 0.14 0.20 1.00 1.00 1.00 1.00 0.99 0.30 Travel Dist (mi) 1.4 6.1 0.7 0.1 71.7 0.9 3.5 0.1 0.2 0.1 26.0 110.6 Travel Time (hr) 0.2 0.4 0.1 0.0 2.6 0.0 0.4 0.0 0.0 0.0 1.6 5.3 Avg Speed (mph) 8 14 12 29 28 27 9 17 18 14 16 21
Fuel Used (gal) 0.1 0.5 0.0 0.0 1.6 0.0 0.1 0.0 0.0 0.0 0.7 3.2 Fuel Eff. (mpg) 17.6 12.3 20.9 36.2 43.6 49.6 25.7 32.1 38.3 32.3 35.2 35.1 HC Emissions (g) 1 9 1 0 28 0 2 0 0 0 10 51
CO Emissions (g) 23 360 16 1 794 5 41 1 1 0 196 1438
NOx Emissions (g) 3 32 2 0 88 0 5 0 0 0 25 156
Vehicles Entered 51 227 25 0 393 5 23 1 1 1 136 863
Vehicles Exited 51 227 25 0 393 5 23 1 1 1 137 864
Hourly Exit Rate 51 227 25 0 393 5 23 1 1 1 137 864
Input Volume 52 235 24 1 393 4 24 1 1 1 137 873
% of Volume 99 97 103 0 100 118 95 100 100 100 100 99
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 553
Occupancy (veh) 000030000025

3.A.a
Packet Pg. 216 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s) 7.1 4.4 0.2 0.1 0.2 0.4
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 5.6 4.0 0.0 0.0 0.0 0.2
Total Stops 20 3 0 0 0 0 23
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi) 0.7 0.1 18.3 0.3 0.1 50.9 70.4
Travel Time (hr) 0.1 0.0 0.5 0.0 0.0 1.4 2.0
Avg Speed (mph) 10 11 36 23 28 37 35
Fuel Used (gal) 0.0 0.0 0.5 0.0 0.0 1.2 1.7
Fuel Eff. (mpg) 38.3 39.3 35.0 63.0 51.8 43.7 41.1
HC Emissions (g) 0 0 15 0 0 18 33
CO Emissions (g) 5 0 404 2 0 383 794
NOx Emissions (g) 0 0 45 0 0 65 111
Vehicles Entered 20 3 298 6 0 397 724
Vehicles Exited 20 3 298 6 0 396 723
Hourly Exit Rate 20 3 298 6 0 396 723
Input Volume 19 2 293 4 1 402 721
% of Volume 105 150 102 141 0 99 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 591
Occupancy (veh) 0010012

3.A.a
Packet Pg. 217 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.2 0.1 0.0 0.3
Total Del/Veh (s) 1.5 1.8 1.0 1.6
Stop Delay (hr) 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 0.2 0.3 0.3 0.2
Total Stops 8008
Stop/Veh 0.02 0.00 0.00 0.01
Travel Dist (mi) 26.1 15.4 0.5 42.0
Travel Time (hr) 0.9 0.7 0.0 1.6
Avg Speed (mph) 29 23 18 27
Fuel Used (gal) 0.4 1.2 0.0 1.7
Fuel Eff. (mpg) 59.6 12.6 25.3 25.0
HC Emissions (g) 8 29 0 37
CO Emissions (g) 213 1395 11 1618
NOx Emissions (g) 22 89 1 112
Vehicles Entered 416 306 10 732
Vehicles Exited 416 305 10 731
Hourly Exit Rate 416 305 10 731
Input Volume 421 298 8 727
% of Volume 99 102 121 101
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 384
Occupancy (veh) 1102

3.A.a
Packet Pg. 218 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.7 0.0 1.7
Total Del/Veh (s) 9.5 1.3 8.6
Stop Delay (hr) 0.6 0.0 0.6
Stop Del/Veh (s) 3.6 0.8 3.3
Total Stops 632 0 632
Stop/Veh 1.00 0.00 0.89
Travel Dist (mi) 45.2 4.9 50.1
Travel Time (hr) 3.5 0.2 3.7
Avg Speed (mph) 13 21 14
Fuel Used (gal) 2.1 0.4 2.5
Fuel Eff. (mpg) 21.6 12.3 20.1
HC Emissions (g) 33 10 43
CO Emissions (g) 1018 450 1468
NOx Emissions (g) 118 29 147
Vehicles Entered 632 73 705
Vehicles Exited 632 74 706
Hourly Exit Rate 632 74 706
Input Volume 627 70 698
% of Volume 101 105 101
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 195
Occupancy (veh) 3 0 4

3.A.a
Packet Pg. 219 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 0.5
Denied Del/Veh (s) 0.8
Total Delay (hr) 24.3
Total Del/Veh (s) 36.5
Stop Delay (hr) 16.9
Stop Del/Veh (s) 25.4
Total Stops 4265
Stop/Veh 1.78
Travel Dist (mi) 1228.2
Travel Time (hr) 63.1
Avg Speed (mph) 20
Fuel Used (gal) 44.1
Fuel Eff. (mpg) 27.8
HC Emissions (g) 835
CO Emissions (g) 27931
NOx Emissions (g) 2557
Vehicles Entered 2341
Vehicles Exited 2339
Hourly Exit Rate 2339
Input Volume 9142
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 301
Occupancy (veh) 63

3.A.a
Packet Pg. 220 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 184 175 282 232 167 77 74
Average Queue (ft) 82 86 129 79 81 36 37
95th Queue (ft) 145 149 250 211 142 62 60
Link Distance (ft) 847 847 1153 1153 1204
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 5
Queuing Penalty (veh) 21
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB WB NB NB NB SB SB
Directions Served L TR L T R L T R L TR
Maximum Queue (ft) 259 117 84 154 73 183 294 164 230 197 Average Queue (ft) 155 46 29 94 67 74 140 35 103 79
95th Queue (ft) 248 90 67 162 81 140 238 92 206 155
Link Distance (ft) 194 194 73 73 815 1153 1153
Upstream Blk Time (%) 5 0 1 12 13
Queuing Penalty (veh) 11 0 3 34 0
Storage Bay Dist (ft) 25 200 200
Storage Blk Time (%) 27 46 0 2
Queuing Penalty (veh) 122 26 0 6
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 82 244 77 145
Average Queue (ft) 32 42 21 59
95th Queue (ft) 84 157 56 116
Link Distance (ft) 73 959 800 1005
Upstream Blk Time (%) 2
Queuing Penalty (veh) 6
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

3.A.a
Packet Pg. 221 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB NB SB
Directions Served LR TR LT
Maximum Queue (ft) 59 2 2
Average Queue (ft) 18 0 0
95th Queue (ft) 50 2 3
Link Distance (ft) 179 277 675
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 76
Average Queue (ft) 7
95th Queue (ft) 43
Link Distance (ft) 277
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 94
Average Queue (ft) 61
95th Queue (ft) 87
Link Distance (ft) 326
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 228

3.A.a
Packet Pg. 222 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.1 0.1
Denied Del/Veh (s) 0.2 0.3 0.0 0.0 0.3 3.9 0.3
Total Delay (hr) 0.8 1.5 1.1 1.5 0.1 0.1 5.0
Total Del/Veh (s) 10.4 12.4 13.3 9.5 6.6 3.5 10.7
Stop Delay (hr) 0.4 1.3 0.8 0.6 0.1 0.1 3.3
Stop Del/Veh (s) 5.8 10.7 10.2 4.0 4.7 3.2 7.1
Total Stops 264 422 294 560 55 74 1669
Stop/Veh 0.99 0.99 0.99 0.99 0.98 0.99 0.99
Travel Dist (mi) 42.4 67.7 68.0 130.0 12.6 17.0 337.8
Travel Time (hr) 2.1 4.0 3.6 5.8 0.5 0.7 16.7
Avg Speed (mph) 20 17 19 22 26 28 20
Fuel Used (gal) 1.1 1.8 2.4 4.1 0.3 0.4 10.1
Fuel Eff. (mpg) 38.4 36.7 28.0 31.8 46.1 42.2 33.3
HC Emissions (g) 18 27 45 85 4 7 186
CO Emissions (g) 504 737 1484 2454 97 176 5452
NOx Emissions (g) 52 75 138 255 14 22 556
Vehicles Entered 264 421 293 558 55 75 1666
Vehicles Exited 264 422 293 558 55 74 1666
Hourly Exit Rate 264 422 293 558 55 74 1666
Input Volume 269 420 293 559 55 72 1668
% of Volume 98 100 100 100 100 102 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 467
Occupancy (veh) 2 4 4 6 0 1 17

3.A.a
Packet Pg. 223 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.2 0.9 3.1 0.0 0.0 0.0 Total Delay (hr) 2.0 0.1 0.1 0.1 0.2 0.5 1.6 1.7 0.2 1.5 0.4 0.2 Total Del/Veh (s) 26.1 15.3 4.2 27.7 20.3 6.4 30.1 20.3 5.6 31.9 18.9 8.5 Stop Delay (hr) 1.7 0.1 0.1 0.1 0.1 0.5 1.4 1.2 0.2 1.3 0.3 0.2 Stop Del/Veh (s) 23.1 12.3 3.8 26.5 17.9 6.4 25.7 14.3 3.8 27.4 14.0 6.2 Total Stops 227 19 34 17 20 235 175 201 102 152 43 62
Stop/Veh 0.83 0.59 0.67 0.89 0.71 0.85 0.90 0.65 0.68 0.90 0.64 0.70 Travel Dist (mi) 12.4 1.4 2.3 0.5 0.8 7.6 30.0 47.6 23.3 38.5 15.4 20.4 Travel Time (hr) 2.5 0.2 0.2 0.2 0.2 1.0 2.7 3.1 1.2 2.8 0.8 0.9 Avg Speed (mph) 5 8 13 3 4 8 12 16 23 14 18 22
Fuel Used (gal) 0.7 0.1 0.0 0.0 0.1 0.3 1.2 1.5 0.6 1.6 0.6 0.7 Fuel Eff. (mpg) 17.1 23.1 50.3 11.8 12.6 23.4 25.6 31.9 37.8 24.6 27.6 29.8 HC Emissions (g) 5 1 1 0 1 3 18 25 11 24 11 17
CO Emissions (g) 111 31 13 6 20 75 593 750 406 795 336 475 NOx Emissions (g) 13 2 1 1 2 10 50 73 31 72 31 47
Vehicles Entered 270 31 51 19 28 274 192 304 149 166 66 87 Vehicles Exited 271 32 51 19 28 274 192 306 150 166 66 87 Hourly Exit Rate 271 32 51 19 28 274 192 306 150 166 66 87 Input Volume 268 32 50 19 26 277 194 307 150 169 67 88
% of Volume 101 98 103 99 107 99 99 100 100 98 98 99
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 200001331311

3.A.a
Packet Pg. 224 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.4
Denied Del/Veh (s) 0.8
Total Delay (hr) 8.6
Total Del/Veh (s) 18.8
Stop Delay (hr) 7.2
Stop Del/Veh (s) 15.6
Total Stops 1287
Stop/Veh 0.78
Travel Dist (mi) 200.2
Travel Time (hr) 15.7
Avg Speed (mph) 13
Fuel Used (gal) 7.3
Fuel Eff. (mpg) 27.2
HC Emissions (g) 115
CO Emissions (g) 3611
NOx Emissions (g) 331
Vehicles Entered 1637
Vehicles Exited 1642
Hourly Exit Rate 1642
Input Volume 1648
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 373
Occupancy (veh) 15

3.A.a
Packet Pg. 225 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Total Delay (hr) 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.4 Total Del/Veh (s) 3.2 1.2 0.9 4.0 1.6 0.2 12.0 10.1 9.6 9.7 5.6 2.2 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 Stop Del/Veh (s) 2.2 0.6 0.7 1.7 0.1 0.1 10.4 7.2 7.7 7.0 5.0 1.2 Total Stops 22 10 1 0 2 0 13 2 2 2 65 119
Stop/Veh 0.35 0.04 0.05 0.00 0.01 0.00 1.00 1.00 1.00 1.00 1.00 0.17 Travel Dist (mi) 1.7 7.0 0.5 0.2 44.2 0.3 2.0 0.4 0.4 0.3 12.3 69.2 Travel Time (hr) 0.2 0.5 0.0 0.0 1.3 0.0 0.1 0.0 0.0 0.0 0.6 2.8 Avg Speed (mph) 10 15 13 29 34 31 16 19 19 19 20 25
Fuel Used (gal) 0.1 0.5 0.0 0.0 0.9 0.0 0.1 0.0 0.0 0.0 0.3 2.0 Fuel Eff. (mpg) 18.7 13.3 21.3 45.2 47.2 46.7 38.4 40.8 35.6 38.8 40.4 35.1 HC Emissions (g) 2 10 1 0 17 0 0 0 0 0 4 34
CO Emissions (g) 37 371 13 2 454 1 5 1 1 1 73 959
NOx Emissions (g) 6 34 2 0 55 0 1 0 0 0 10 108
Vehicles Entered 63 265 20 1 242 2 13 2 2 2 64 676
Vehicles Exited 63 265 20 1 243 2 13 2 2 2 65 678
Hourly Exit Rate 63 265 20 1 243 2 13 2 2 2 65 678
Input Volume 65 270 17 2 244 1 15 2 3 2 62 684
% of Volume 97 98 116 50 99 200 85 100 67 100 105 99
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 1049
Occupancy (veh) 000010000013

3.A.a
Packet Pg. 226 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s) 6.5 3.2 0.2 0.0 0.1 0.3
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 4.8 2.9 0.0 0.0 0.0 0.1
Total Stops 14 2 0 0 0 0 16
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.02
Travel Dist (mi) 0.5 0.1 17.8 0.1 0.0 43.5 62.1
Travel Time (hr) 0.0 0.0 0.6 0.0 0.0 1.4 2.0
Avg Speed (mph) 10 12 31 23 24 32 31
Fuel Used (gal) 0.0 0.0 0.5 0.0 0.0 1.0 1.5
Fuel Eff. (mpg) 41.4 48.1 37.5 67.5 51.7 42.0 40.6
HC Emissions (g) 0 0 13 0 0 18 31
CO Emissions (g) 1 0 260 0 0 311 572
NOx Emissions (g) 0 0 37 0 0 53 90
Vehicles Entered 14 2 290 2 0 340 648
Vehicles Exited 14 2 290 2 0 340 648
Hourly Exit Rate 14 2 290 2 0 340 648
Input Volume 13 1 291 1 1 337 644
% of Volume 106 200 100 200 0 101 101
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 588
Occupancy (veh) 0010012

3.A.a
Packet Pg. 227 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.1 0.1 0.0 0.1
Total Del/Veh (s) 0.6 0.9 0.6 0.8
Stop Delay (hr) 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 0.1 0.3 0.3 0.2
Total Stops 2002
Stop/Veh 0.01 0.00 0.00 0.00
Travel Dist (mi) 22.2 15.0 0.8 37.9
Travel Time (hr) 0.8 0.8 0.0 1.6
Avg Speed (mph) 29 20 16 24
Fuel Used (gal) 0.4 1.1 0.0 1.5
Fuel Eff. (mpg) 49.7 14.2 22.5 24.7
HC Emissions (g) 7 25 0 33
CO Emissions (g) 154 979 16 1149
NOx Emissions (g) 20 81 1 102
Vehicles Entered 353 292 15 660
Vehicles Exited 354 293 15 662
Hourly Exit Rate 354 293 15 662
Input Volume 350 293 15 658
% of Volume 101 100 98 101
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 387
Occupancy (veh) 1102

3.A.a
Packet Pg. 228 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.7 0.0 1.7
Total Del/Veh (s) 9.4 1.3 8.6
Stop Delay (hr) 0.6 0.0 0.7
Stop Del/Veh (s) 3.6 0.8 3.3
Total Stops 641 0 641
Stop/Veh 1.00 0.00 0.89
Travel Dist (mi) 45.4 4.9 50.2
Travel Time (hr) 3.5 0.2 3.7
Avg Speed (mph) 13 21 13
Fuel Used (gal) 2.1 0.4 2.5
Fuel Eff. (mpg) 21.5 12.2 20.1
HC Emissions (g) 33 10 44
CO Emissions (g) 1007 462 1469
NOx Emissions (g) 118 31 149
Vehicles Entered 641 74 715
Vehicles Exited 640 74 714
Hourly Exit Rate 640 74 714
Input Volume 642 71 714
% of Volume 100 104 100
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 192
Occupancy (veh) 4 0 4

3.A.a
Packet Pg. 229 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 0.5
Denied Del/Veh (s) 0.9
Total Delay (hr) 17.0
Total Del/Veh (s) 27.8
Stop Delay (hr) 11.5
Stop Del/Veh (s) 18.9
Total Stops 3734
Stop/Veh 1.70
Travel Dist (mi) 1083.9
Travel Time (hr) 53.5
Avg Speed (mph) 20
Fuel Used (gal) 37.8
Fuel Eff. (mpg) 28.6
HC Emissions (g) 743
CO Emissions (g) 23724
NOx Emissions (g) 2240
Vehicles Entered 2148
Vehicles Exited 2150
Hourly Exit Rate 2150
Input Volume 8167
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 356
Occupancy (veh) 53

3.A.a
Packet Pg. 230 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 138 246 168 100 109 64 67
Average Queue (ft) 69 111 83 55 67 28 29
95th Queue (ft) 111 198 140 83 95 55 53
Link Distance (ft) 847 847 1153 1153 1204
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB WB NB NB NB SB SB
Directions Served L TR L T R L T R L TR
Maximum Queue (ft) 244 92 64 122 73 206 238 80 164 127
Average Queue (ft) 131 34 16 44 57 105 117 34 89 50
95th Queue (ft) 219 73 48 104 76 177 196 63 147 97
Link Distance (ft) 194 194 73 73 815 1153 1153
Upstream Blk Time (%) 3 0 2 2
Queuing Penalty (veh) 4 0 3 0
Storage Bay Dist (ft) 25 200 200
Storage Blk Time (%) 12 32 1 0
Queuing Penalty (veh) 34 8 3 2
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 82 39 37 81
Average Queue (ft) 28 3 12 34
95th Queue (ft) 79 19 34 63
Link Distance (ft) 73 959 800 1005
Upstream Blk Time (%) 1
Queuing Penalty (veh) 3
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

3.A.a
Packet Pg. 231 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB SB
Directions Served LR LT
Maximum Queue (ft) 37 3
Average Queue (ft) 13 0
95th Queue (ft) 38 3
Link Distance (ft) 179 675
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 31
Average Queue (ft) 2
95th Queue (ft) 21
Link Distance (ft) 277
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 95
Average Queue (ft) 61
95th Queue (ft) 87
Link Distance (ft) 326
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 58

3.A.a
Packet Pg. 232 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 281 317 379 710 0 0 0 0 83 1 116 Future Volume (vph) 0 281 317 379 710 0 0 0 0 83 1 116
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.851
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1570 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1570 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1231 402 1254
Travel Time (s) 20.1 28.0 7.8 24.4
Confl. Peds. (#/hr) 6
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 323 364 436 816 0 0 0 0 95 1 133
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 323 364 436 816 0 0 0 0 95 134 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 233 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 317 32 72 45 57 452 116 320 120 157 75 132 Future Volume (vph) 317 32 72 45 57 452 116 320 120 157 75 132 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 25 200 200 0 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 75 25 70 70
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.896 0.850 0.850 0.904
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1752 1653 0 1752 1845 1568 1752 1845 1568 1752 1668 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1752 1653 0 1752 1845 1568 1752 1845 1568 1752 1668 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 82 335 182 93
Link Speed (mph) 35 35 35 30
Link Distance (ft) 277 184 862 1231
Travel Time (s) 5.4 3.6 16.8 28.0
Peak Hour Factor 0.87 0.88 0.88 0.88 0.88 0.87 0.88 0.87 0.88 0.87 0.87 0.87 Adj. Flow (vph) 364 36 82 51 65 520 132 368 136 180 86 152 Shared Lane Traffic (%)
Lane Group Flow (vph) 364 118 0 51 65 520 132 368 136 180 238 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 60 9 15 60 15 9 60 60
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 2
Detector Phase 7 4 38852216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 23.5 9.5 23.5 23.5 9.5 20.5 20.5 9.5 23.5 Total Split (s) 25.0 37.8 11.4 24.2 24.2 14.4 24.8 24.8 16.0 26.4 Total Split (%) 27.8% 42.0% 12.7% 26.9% 26.9% 16.0% 27.6% 27.6% 17.8% 29.3% Maximum Green (s) 20.5 33.3 6.9 19.7 19.7 9.9 20.3 20.3 11.5 21.9 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0

3.A.a
Packet Pg. 234 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 14.0 14.0 14.0 11.0 11.0 14.0
Pedestrian Calls (#/hr) 2 2 2 2 2 2
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 84.3
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd

3.A.a
Packet Pg. 235 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 52 233 24 1 393 4 24 1 1 0 1 137
Future Volume (vph) 52 233 24 1 393 4 24 1 1 0 1 137
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.989 0.999 0.995 0.866
Flt Protected 0.992 0.955
Satd. Flow (prot) 0 1810 0 0 1843 0 0 1753 0 0 1597 0
Flt Permitted 0.992 0.955
Satd. Flow (perm) 0 1810 0 0 1843 0 0 1753 0 0 1597 0
Link Speed (mph) 35 35 25 25
Link Distance (ft) 184 976 825 1027
Travel Time (s) 3.6 19.0 22.5 28.0
Confl. Peds. (#/hr) 3 1
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 60 268 28 1 452 5 28 1 1 0 1 157
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 356 0 0 458 0 0 30 0 0 158 0
Enter Blocked Intersection No No No 1 veh 1 veh 1 veh 1 veh No No Yes Yes Yes Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 0000
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 236 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 4: Frontage Rd & Hotel Driveway 2 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 19 2 293 4 1 402
Future Volume (vph) 19 2 293 4 1 402
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.989 0.998
Flt Protected 0.956
Satd. Flow (prot) 1744 0 1841 0 0 1845
Flt Permitted 0.956
Satd. Flow (perm) 1744 0 1841 0 0 1845
Link Speed (mph) 25 35 35
Link Distance (ft) 208 326 698
Travel Time (s) 5.7 6.4 13.6
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 22 2 337 5 1 462
Shared Lane Traffic (%)
Lane Group Flow (vph) 24 0 342 0 0 463
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 237 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 5: Frontage Rd & Hotel Driveway 1 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 421 297 8 0 0
Future Volume (vph) 0 421 297 8 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.997
Flt Protected
Satd. Flow (prot) 0 1845 1839 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1845 1839 0 0 0
Link Speed (mph) 35 35 30
Link Distance (ft) 326 277 145
Travel Time (s) 6.4 5.4 3.3
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 0 484 341 9 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 484 350 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 238 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 13: Dummy link & SR 99 SB On Ramp AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 7
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 627 70 0000
Future Volume (vph) 627 70 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 402 645 218
Travel Time (s) 7.8 12.6 5.0
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 721 80 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 721 80 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 239 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 269 420 293 559 0 0 0 0 55 0 72
Future Volume (vph) 0 269 420 293 559 0 0 0 0 55 0 72
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1568 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1568 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1231 402 1254
Travel Time (s) 20.1 28.0 7.8 24.4
Confl. Peds. (#/hr) 1 4
Confl. Bikes (#/hr) 1 4
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 283 442 308 588 0 0 0 0 58 0 76
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 283 442 308 588 0 0 0 0 58 76 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 240 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 268 32 50 19 25 277 194 307 150 169 67 88 Future Volume (vph) 268 32 50 19 25 277 194 307 150 169 67 88 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 25 200 200 0 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 75 25 70 70
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99
Frt 0.908 0.850 0.850 0.915
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1752 1661 0 1752 1845 1568 1752 1845 1568 1752 1688 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1752 1661 0 1752 1845 1568 1752 1845 1568 1752 1688 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 52 292 205 77
Link Speed (mph) 35 35 35 30
Link Distance (ft) 277 184 862 1231
Travel Time (s) 5.4 3.6 16.8 28.0
Confl. Peds. (#/hr) 1
Peak Hour Factor 0.95 0.96 0.96 0.96 0.96 0.95 0.96 0.95 0.96 0.95 0.95 0.95 Adj. Flow (vph) 282 33 52 20 26 292 202 323 156 178 71 93 Shared Lane Traffic (%)
Lane Group Flow (vph) 282 85 0 20 26 292 202 323 156 178 164 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 2
Detector Phase 7 4 38852216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 23.5 9.5 23.5 23.5 9.5 22.5 22.5 9.5 22.5 Total Split (s) 18.4 32.4 9.5 23.5 23.5 15.0 24.1 24.1 14.0 23.1 Total Split (%) 23.0% 40.5% 11.9% 29.4% 29.4% 18.8% 30.1% 30.1% 17.5% 28.9% Maximum Green (s) 13.9 27.9 5.0 19.0 19.0 10.5 19.6 19.6 9.5 18.6 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0

3.A.a
Packet Pg. 241 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Recall Mode None None None None None None Min Min None Min Walk Time (s) 5.0 5.0 5.0 7.0 7.0 7.0
Flash Dont Walk (s) 14.0 14.0 14.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 2 2 2 0 0 0
Intersection Summary
Area Type: Other
Cycle Length: 80
Actuated Cycle Length: 66.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd

3.A.a
Packet Pg. 242 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 65 269 17 2 244 1 15 2 0 3 2 62
Future Volume (vph) 65 269 17 2 244 1 15 2 0 3 2 62
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.993 0.999 0.875
Flt Protected 0.991 0.957 0.998
Satd. Flow (prot) 0 1815 0 0 1843 0 0 1765 0 0 1611 0
Flt Permitted 0.991 0.957 0.998
Satd. Flow (perm) 0 1815 0 0 1843 0 0 1765 0 0 1611 0
Link Speed (mph) 35 35 25 25
Link Distance (ft) 184 976 825 1027
Travel Time (s) 3.6 19.0 22.5 28.0
Confl. Peds. (#/hr) 1 1 3 1 2
Confl. Bikes (#/hr) 1 1 2
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 68 283 18 2 257 1 16 2 0 3 2 65
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 369 0 0 260 0 0 18 0 0 70 0
Enter Blocked Intersection No No No 1 veh 1 veh 1 veh 1 veh No No Yes Yes Yes Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 0000
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 243 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 4: Frontage Rd & Hotel Driveway 2 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 13 1 291 1 1 337
Future Volume (vph) 13 1 291 1 1 337
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.991
Flt Protected 0.955
Satd. Flow (prot) 1746 0 1845 0 0 1845
Flt Permitted 0.955
Satd. Flow (perm) 1746 0 1845 0 0 1845
Link Speed (mph) 30 30 30
Link Distance (ft) 208 326 698
Travel Time (s) 4.7 7.4 15.9
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 14 1 306 1 1 355
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 0 307 0 0 356
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 244 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 5: Frontage Rd & Hotel Driveway 1 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 350 292 15 0 0
Future Volume (vph) 0 350 292 15 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993
Flt Protected
Satd. Flow (prot) 0 1845 1832 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1845 1832 0 0 0
Link Speed (mph) 30 30 30
Link Distance (ft) 326 277 145
Travel Time (s) 7.4 6.3 3.3
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 0 368 307 16 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 368 323 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 245 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 13: Dummy link & SR 99 SB On Ramp PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 7
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 642 71 0000
Future Volume (vph) 642 71 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 402 645 218
Travel Time (s) 7.8 12.6 5.0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 676 75 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 676 75 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 246 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.2 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.5 3.6 0.4
Total Delay (hr) 1.2 1.5 4.4 3.2 0.5 0.3 11.0
Total Del/Veh (s) 14.3 15.9 36.6 15.4 10.8 6.3 18.5
Stop Delay (hr) 0.8 1.4 4.0 2.0 0.4 0.2 8.7
Stop Del/Veh (s) 9.9 14.6 33.5 9.4 8.1 5.2 14.7
Total Stops 288 335 483 846 163 158 2273
Stop/Veh 0.99 0.99 1.13 1.12 0.99 0.99 1.06
Travel Dist (mi) 46.3 53.8 99.1 174.1 37.4 36.3 446.9
Travel Time (hr) 2.6 3.5 7.9 9.2 1.6 1.6 26.4
Avg Speed (mph) 18 16 12 19 23 26 17
Fuel Used (gal) 1.3 1.6 4.3 6.3 0.9 0.9 15.3
Fuel Eff. (mpg) 35.9 33.9 23.2 27.6 42.0 39.9 29.3
HC Emissions (g) 19 24 75 127 15 16 274
CO Emissions (g) 550 667 2354 3940 379 455 8345
NOx Emissions (g) 55 67 226 383 46 49 826
Vehicles Entered 288 335 422 743 164 159 2111
Vehicles Exited 288 334 420 744 163 158 2107
Hourly Exit Rate 288 334 420 744 163 158 2107
Input Volume 290 340 430 740 160 160 2120
% of Volume 99 98 98 100 102 99 99
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 297
Occupancy (veh) 3 3 8 9 2 1 26

3.A.a
Packet Pg. 247 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.3 1.6 0.8 0.0 0.0 0.0 Total Delay (hr) 7.1 0.8 0.2 0.2 0.2 0.8 1.0 3.0 1.0 2.6 1.2 0.3 Total Del/Veh (s) 72.4 72.1 10.0 11.0 15.2 5.8 28.3 31.2 26.1 46.6 45.8 7.5 Stop Delay (hr) 7.5 0.8 0.2 0.2 0.2 0.7 0.9 2.4 1.0 2.5 1.1 0.3 Stop Del/Veh (s) 77.0 74.3 8.8 9.8 12.6 5.0 24.8 24.7 24.8 44.3 41.9 5.5 Total Stops 110 12 79 69 54 150 126 371 144 199 90 163
Stop/Veh 0.31 0.31 1.00 0.97 0.95 0.32 1.02 1.06 1.04 0.99 0.98 0.99 Travel Dist (mi) 16.5 1.8 3.8 2.0 1.6 10.7 19.3 54.3 21.4 46.4 21.1 38.0 Travel Time (hr) 7.8 0.8 0.4 0.3 0.3 1.4 1.7 4.7 1.8 4.2 1.9 1.7 Avg Speed (mph) 2 2 9 6 5 8 12 12 12 11 11 22
Fuel Used (gal) 2.0 0.2 0.2 0.1 0.1 0.5 0.7 1.8 0.7 2.0 0.9 1.3 Fuel Eff. (mpg) 8.1 8.3 21.7 19.4 17.3 22.6 27.9 29.4 31.0 23.0 23.0 30.0 HC Emissions (g) 12 1 3 1 1 5 12 25 13 27 14 30
CO Emissions (g) 326 30 85 24 24 105 390 902 368 941 465 859 NOx Emissions (g) 27 3 9 3 3 13 30 71 33 79 42 85
Vehicles Entered 348 38 79 71 57 475 123 346 136 199 91 162 Vehicles Exited 345 37 79 71 57 474 123 344 136 198 90 163 Hourly Exit Rate 345 37 79 71 57 474 123 344 136 198 90 163 Input Volume 360 40 80 70 60 470 120 340 130 200 92 160 % of Volume 96 92 98 101 95 101 102 101 105 99 98 102
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 810001242422

3.A.a
Packet Pg. 248 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.3
Denied Del/Veh (s) 0.5
Total Delay (hr) 18.4
Total Del/Veh (s) 31.0
Stop Delay (hr) 17.6
Stop Del/Veh (s) 29.6
Total Stops 1567
Stop/Veh 0.73
Travel Dist (mi) 236.9
Travel Time (hr) 26.9
Avg Speed (mph) 9
Fuel Used (gal) 10.5
Fuel Eff. (mpg) 22.5
HC Emissions (g) 143
CO Emissions (g) 4520
NOx Emissions (g) 400
Vehicles Entered 2125
Vehicles Exited 2117
Hourly Exit Rate 2117
Input Volume 2122
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 182
Occupancy (veh) 27

3.A.a
Packet Pg. 249 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.3 0.1 0.1 0.1 0.1 0.2 0.1 Total Delay (hr) 0.1 0.1 0.0 0.0 1.2 0.0 0.1 0.0 0.0 0.0 0.6 2.2 Total Del/Veh (s) 6.1 1.7 1.2 10.3 3.0 17.8 9.6 4.7 13.3 14.6 8.1 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.8 0.0 0.1 0.0 0.0 0.0 0.6 1.7 Stop Del/Veh (s) 5.4 1.2 1.1 6.5 2.0 16.1 7.4 4.4 11.1 13.9 6.1 Total Stops 25 8 1 0 100 0 25 1 2 1 145 308
Stop/Veh 0.48 0.03 0.04 0.23 0.00 1.00 1.00 1.00 1.00 0.99 0.31 Travel Dist (mi) 1.1 6.4 0.6 0.1 77.5 0.6 3.8 0.1 0.2 0.1 27.2 117.8 Travel Time (hr) 0.2 0.5 0.1 0.0 3.4 0.0 0.3 0.0 0.0 0.0 1.7 6.1 Avg Speed (mph) 7 12 11 29 23 27 14 17 19 16 16 19
Fuel Used (gal) 0.1 0.5 0.0 0.0 1.8 0.0 0.1 0.0 0.0 0.0 0.8 3.4 Fuel Eff. (mpg) 14.3 11.8 18.2 46.4 43.0 46.4 34.5 34.1 37.9 30.6 34.6 34.8 HC Emissions (g) 1 10 1 0 31 0 2 0 0 0 12 58
CO Emissions (g) 25 353 18 0 876 4 37 0 1 1 238 1554
NOx Emissions (g) 4 36 3 0 92 0 5 0 0 0 30 170
Vehicles Entered 52 291 27 0 432 4 25 1 2 1 145 980
Vehicles Exited 52 291 27 0 432 4 25 1 2 1 146 981
Hourly Exit Rate 52 291 27 0 432 4 25 1 2 1 146 981
Input Volume 55 290 25 1 435 4 25 1 1 1 140 977
% of Volume 95 100 109 0 99 100 101 100 200 100 104 100 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 470
Occupancy (veh) 010030000026

3.A.a
Packet Pg. 250 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.4 0.4
Denied Del/Veh (s) 6.1 0.1 0.0 0.0 2.8 1.7
Total Delay (hr) 1.3 0.2 0.0 0.0 0.0 3.8 5.3
Total Del/Veh (s) 256.4 273.7 0.1 0.0 28.9 23.1
Stop Delay (hr) 1.3 0.2 0.0 0.0 0.0 3.6 5.1
Stop Del/Veh (s) 254.8 273.3 0.0 0.0 27.4 22.2
Total Stops 18 3 0 0 0 133 154
Stop/Veh 1.00 1.00 0.00 0.00 0.28 0.19
Travel Dist (mi) 0.6 0.1 20.3 0.3 0.0 59.3 80.6
Travel Time (hr) 1.3 0.2 0.6 0.0 0.0 5.7 7.9
Avg Speed (mph) 0 0 36 24 10 11 11
Fuel Used (gal) 0.3 0.1 0.6 0.0 0.0 2.1 3.1
Fuel Eff. (mpg) 2.0 1.7 34.1 59.0 26.7 28.0 26.1
HC Emissions (g) 3 0 21 0 0 28 52
CO Emissions (g) 57 3 557 2 0 830 1449
NOx Emissions (g) 3 0 58 0 0 77 139
Vehicles Entered 18 3 330 4 0 466 821
Vehicles Exited 15 2 330 4 0 457 808
Hourly Exit Rate 15 2 330 4 0 457 808
Input Volume 19 2 328 4 1 461 815
% of Volume 80 100 101 100 0 99 99
Denied Entry Before 0000000
Denied Entry After 1000023
Density (ft/veh) 159
Occupancy (veh) 1010057

3.A.a
Packet Pg. 251 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 6.8 0.1 0.0 6.9
Total Del/Veh (s) 51.4 1.4 1.3 30.4
Stop Delay (hr) 6.8 0.1 0.0 6.9
Stop Del/Veh (s) 51.8 0.7 0.7 30.3
Total Stops 187 0 0 187
Stop/Veh 0.39 0.00 0.00 0.23
Travel Dist (mi) 29.3 17.3 0.4 47.1
Travel Time (hr) 7.6 0.9 0.0 8.5
Avg Speed (mph) 4 20 16 6
Fuel Used (gal) 1.9 1.5 0.0 3.5
Fuel Eff. (mpg) 15.0 11.5 20.0 13.5
HC Emissions (g) 14 37 0 51
CO Emissions (g) 358 1746 10 2115
NOx Emissions (g) 28 111 1 140
Vehicles Entered 472 335 8 815
Vehicles Exited 465 335 8 808
Hourly Exit Rate 465 335 8 808
Input Volume 480 332 8 821
% of Volume 97 101 97 98
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 73
Occupancy (veh) 8108

3.A.a
Packet Pg. 252 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.8 0.0 1.9
Total Del/Veh (s) 9.7 1.5 8.9
Stop Delay (hr) 0.7 0.0 0.7
Stop Del/Veh (s) 3.7 0.9 3.4
Total Stops 678 0 678
Stop/Veh 0.99 0.00 0.89
Travel Dist (mi) 49.6 5.1 54.7
Travel Time (hr) 3.8 0.2 4.0
Avg Speed (mph) 13 21 14
Fuel Used (gal) 2.3 0.4 2.7
Fuel Eff. (mpg) 21.6 12.5 20.2
HC Emissions (g) 39 9 48
CO Emissions (g) 1152 444 1597
NOx Emissions (g) 136 27 163
Vehicles Entered 680 75 755
Vehicles Exited 679 76 755
Hourly Exit Rate 679 76 755
Input Volume 693 78 771
% of Volume 98 97 98
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 182
Occupancy (veh) 4 0 4

3.A.a
Packet Pg. 253 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 1.0
Denied Del/Veh (s) 1.3
Total Delay (hr) 47.1
Total Del/Veh (s) 62.4
Stop Delay (hr) 40.9
Stop Del/Veh (s) 54.1
Total Stops 5167
Stop/Veh 1.90
Travel Dist (mi) 1388.8
Travel Time (hr) 93.2
Avg Speed (mph) 15
Fuel Used (gal) 54.8
Fuel Eff. (mpg) 25.3
HC Emissions (g) 1025
CO Emissions (g) 33926
NOx Emissions (g) 3039
Vehicles Entered 2651
Vehicles Exited 2620
Hourly Exit Rate 2620
Input Volume 10257
% of Volume 26
Denied Entry Before 0
Denied Entry After 3
Density (ft/veh) 196
Occupancy (veh) 92

3.A.a
Packet Pg. 254 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 175 237 320 290 142 116 86
Average Queue (ft) 81 104 152 92 74 55 46
95th Queue (ft) 138 188 299 254 116 94 76
Link Distance (ft) 847 847 1163 1163 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 12
Queuing Penalty (veh) 46
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served LT R LT R LT TR LT R
Maximum Queue (ft) 305 78 109 173 172 324 321 88
Average Queue (ft) 249 40 54 108 99 118 145 44
95th Queue (ft) 348 70 90 183 178 267 299 71
Link Distance (ft) 207 207 49 49 804 1163 1163
Upstream Blk Time (%) 76 9 17
Queuing Penalty (veh) 181 27 50
Storage Bay Dist (ft) 105
Storage Blk Time (%) 15 12
Queuing Penalty (veh) 47 35
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 60 297 69 149
Average Queue (ft) 29 67 20 63
95th Queue (ft) 68 250 51 115
Link Distance (ft) 49 942 802 988
Upstream Blk Time (%) 4
Queuing Penalty (veh) 15
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

3.A.a
Packet Pg. 255 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB SB
Directions Served LR LT
Maximum Queue (ft) 147 398
Average Queue (ft) 51 119
95th Queue (ft) 140 458
Link Distance (ft) 191 676
Upstream Blk Time (%) 3 5
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 373
Average Queue (ft) 219
95th Queue (ft) 467
Link Distance (ft) 277
Upstream Blk Time (%) 41
Queuing Penalty (veh) 196
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 100
Average Queue (ft) 63
95th Queue (ft) 89
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 596

3.A.a
Packet Pg. 256 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.2 0.3
Denied Del/Veh (s) 0.2 0.3 0.0 0.0 0.6 3.5 0.5
Total Delay (hr) 1.3 3.8 2.1 2.3 0.5 0.5 10.6
Total Del/Veh (s) 15.6 30.8 21.7 13.6 10.5 7.1 17.9
Stop Delay (hr) 1.0 3.8 1.7 1.3 0.4 0.4 8.6
Stop Del/Veh (s) 11.2 30.3 17.8 8.0 7.8 5.8 14.5
Total Stops 305 444 397 699 170 241 2256
Stop/Veh 0.99 0.99 1.14 1.15 0.99 0.99 1.06
Travel Dist (mi) 49.0 71.3 80.6 141.3 38.8 55.1 436.1
Travel Time (hr) 2.9 6.5 5.0 7.1 1.7 2.5 25.6
Avg Speed (mph) 17 11 16 20 24 25 17
Fuel Used (gal) 1.4 2.5 3.1 4.9 0.9 1.4 14.2
Fuel Eff. (mpg) 35.4 28.8 25.9 28.6 43.1 40.1 30.8
HC Emissions (g) 16 27 45 73 13 20 194
CO Emissions (g) 516 841 1652 2679 357 608 6654
NOx Emissions (g) 48 76 144 234 43 66 610
Vehicles Entered 305 444 342 602 170 241 2104
Vehicles Exited 304 445 344 602 170 241 2106
Hourly Exit Rate 304 445 344 602 170 241 2106
Input Volume 300 450 340 601 170 240 2101
% of Volume 101 99 101 100 100 100 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 309
Occupancy (veh) 3 6 5 7 2 2 25

3.A.a
Packet Pg. 257 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.1 1.8 0.9 0.0 0.0 0.0 Total Delay (hr) 5.0 0.9 0.1 0.1 0.1 0.2 2.3 3.5 1.2 1.6 1.0 0.4 Total Del/Veh (s) 55.8 59.6 7.0 9.5 12.6 2.8 40.1 37.9 26.8 30.8 31.3 8.2 Stop Delay (hr) 5.3 0.9 0.1 0.1 0.1 0.2 2.2 2.9 1.1 1.4 0.9 0.3 Stop Del/Veh (s) 58.2 59.9 6.2 8.2 9.9 1.9 37.1 30.9 24.5 27.7 26.7 6.2 Total Stops 207 34 64 36 30 51 214 376 178 182 117 176
Stop/Veh 0.64 0.64 1.02 0.97 0.91 0.17 1.02 1.12 1.13 0.99 0.98 0.99 Travel Dist (mi) 15.3 2.5 3.0 1.1 0.9 6.6 32.4 52.4 24.6 42.4 27.4 41.2 Travel Time (hr) 5.6 0.9 0.3 0.2 0.1 0.6 3.5 5.1 2.1 3.0 1.9 1.9 Avg Speed (mph) 3 3 11 7 6 11 10 11 12 14 14 22
Fuel Used (gal) 1.5 0.2 0.1 0.0 0.0 0.2 1.3 1.9 0.8 1.7 1.1 1.4 Fuel Eff. (mpg) 10.3 10.1 28.7 24.1 21.3 33.8 25.0 27.9 31.1 25.4 25.8 30.1 HC Emissions (g) 4 1 2 0 0 1 13 17 10 23 14 23
CO Emissions (g) 176 30 48 7 8 35 534 689 323 833 526 791 NOx Emissions (g) 16 3 5 1 1 4 37 51 27 72 44 70
Vehicles Entered 321 53 62 37 33 292 207 333 157 182 117 176 Vehicles Exited 319 52 62 37 33 292 207 333 156 182 117 176 Hourly Exit Rate 319 52 62 37 33 292 207 333 156 182 117 176 Input Volume 320 50 60 40 32 290 210 330 150 180 120 170 % of Volume 100 103 104 92 104 101 99 101 104 101 97 104 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 610001352322

3.A.a
Packet Pg. 258 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.4
Denied Del/Veh (s) 0.7
Total Delay (hr) 16.6
Total Del/Veh (s) 29.9
Stop Delay (hr) 15.3
Stop Del/Veh (s) 27.7
Total Stops 1665
Stop/Veh 0.84
Travel Dist (mi) 249.8
Travel Time (hr) 25.4
Avg Speed (mph) 10
Fuel Used (gal) 10.2
Fuel Eff. (mpg) 24.5
HC Emissions (g) 108
CO Emissions (g) 4000
NOx Emissions (g) 331
Vehicles Entered 1970
Vehicles Exited 1966
Hourly Exit Rate 1966
Input Volume 1953
% of Volume 101
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 194
Occupancy (veh) 25

3.A.a
Packet Pg. 259 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Delay (hr) 0.1 0.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.6 Total Del/Veh (s) 3.6 1.5 1.1 4.4 2.4 0.8 11.8 9.4 9.0 12.2 6.3 2.7 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 Stop Del/Veh (s) 2.9 1.0 0.9 1.5 0.4 0.2 10.1 7.2 7.4 9.4 5.7 1.6 Total Stops 24 7 0 1 10 0 14 3 3 2 62 126
Stop/Veh 0.37 0.02 0.00 1.00 0.04 0.00 1.00 1.00 1.00 1.00 0.98 0.17 Travel Dist (mi) 1.4 6.6 0.5 0.3 50.6 0.2 2.1 0.4 0.5 0.4 11.7 74.8 Travel Time (hr) 0.2 0.5 0.0 0.0 1.6 0.0 0.1 0.0 0.0 0.0 0.6 3.1 Avg Speed (mph) 9 13 12 28 33 30 16 17 19 19 20 24
Fuel Used (gal) 0.1 0.6 0.0 0.0 1.0 0.0 0.1 0.0 0.0 0.0 0.3 2.1 Fuel Eff. (mpg) 15.4 11.5 19.3 44.4 48.2 45.3 37.3 39.7 37.4 38.4 40.1 35.0 HC Emissions (g) 1 10 0 0 15 0 0 0 0 0 3 29
CO Emissions (g) 25 362 5 1 450 1 6 1 1 1 55 909
NOx Emissions (g) 4 36 1 0 50 0 1 0 0 0 7 98
Vehicles Entered 65 304 22 1 282 1 14 3 3 2 62 759
Vehicles Exited 65 303 22 1 283 1 14 3 3 2 62 759
Hourly Exit Rate 65 303 22 1 283 1 14 3 3 2 62 759
Input Volume 65 296 20 2 280 1 15 2 3 2 65 752
% of Volume 100 102 111 50 101 100 92 150 100 100 95 101 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 933
Occupancy (veh) 010020000013

3.A.a
Packet Pg. 260 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s) 12.9 0.1 0.0 0.0 0.1 0.3 0.3
Total Delay (hr) 0.6 0.0 0.0 0.0 0.0 0.6 1.2
Total Del/Veh (s) 150.3 17.6 0.0 0.0 16.2 4.8 5.0
Stop Delay (hr) 0.6 0.0 0.0 0.0 0.0 0.5 1.1
Stop Del/Veh (s) 147.5 14.7 0.0 0.0 14.8 4.2 4.6
Total Stops 13 2 0 0 0 42 57
Stop/Veh 0.93 1.00 0.00 0.00 0.00 0.10 0.07
Travel Dist (mi) 0.5 0.1 24.3 0.1 0.1 54.3 79.4
Travel Time (hr) 0.6 0.0 0.8 0.0 0.0 2.3 3.7
Avg Speed (mph) 1 6 32 32 11 24 22
Fuel Used (gal) 0.2 0.0 0.6 0.0 0.0 1.4 2.1
Fuel Eff. (mpg) 3.1 21.4 42.0 40.9 29.3 39.8 37.7
HC Emissions (g) 0 0 12 0 0 15 28
CO Emissions (g) 8 0 216 0 1 350 575
NOx Emissions (g) 0 0 34 0 0 46 81
Vehicles Entered 14 2 397 2 1 423 839
Vehicles Exited 13 2 397 2 1 423 838
Hourly Exit Rate 13 2 397 2 1 423 838
Input Volume 13 1 394 1 1 417 828
% of Volume 98 200 101 200 100 101 101
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 325
Occupancy (veh) 1010024

3.A.a
Packet Pg. 261 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 2.7 0.1 0.0 2.8
Total Del/Veh (s) 21.9 1.1 1.2 11.7
Stop Delay (hr) 2.6 0.1 0.0 2.7
Stop Del/Veh (s) 21.2 0.7 0.7 11.2
Total Stops 116 0 0 116
Stop/Veh 0.26 0.00 0.00 0.14
Travel Dist (mi) 27.2 20.8 0.9 48.9
Travel Time (hr) 3.5 1.1 0.0 4.6
Avg Speed (mph) 8 19 20 11
Fuel Used (gal) 1.0 1.6 0.1 2.7
Fuel Eff. (mpg) 26.7 13.1 13.6 18.3
HC Emissions (g) 5 30 1 36
CO Emissions (g) 163 1426 50 1639
NOx Emissions (g) 15 99 3 116
Vehicles Entered 436 399 17 852
Vehicles Exited 436 399 17 852
Hourly Exit Rate 436 399 17 852
Input Volume 430 396 15 841
% of Volume 101 101 111 101
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 133
Occupancy (veh) 4105

3.A.a
Packet Pg. 262 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.9 0.0 1.9
Total Del/Veh (s) 9.7 1.5 8.8
Stop Delay (hr) 0.7 0.0 0.7
Stop Del/Veh (s) 3.7 0.9 3.4
Total Stops 704 0 704
Stop/Veh 0.99 0.00 0.89
Travel Dist (mi) 51.0 5.6 56.5
Travel Time (hr) 3.9 0.3 4.2
Avg Speed (mph) 13 21 13
Fuel Used (gal) 2.4 0.5 2.8
Fuel Eff. (mpg) 21.6 12.3 20.1
HC Emissions (g) 31 12 42
CO Emissions (g) 1017 518 1535
NOx Emissions (g) 116 35 151
Vehicles Entered 704 84 788
Vehicles Exited 704 84 788
Hourly Exit Rate 704 84 788
Input Volume 711 79 790
% of Volume 99 106 100
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 175
Occupancy (veh) 4 0 4

3.A.a
Packet Pg. 263 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 0.8
Denied Del/Veh (s) 1.1
Total Delay (hr) 34.8
Total Del/Veh (s) 45.7
Stop Delay (hr) 28.9
Stop Del/Veh (s) 37.9
Total Stops 4924
Stop/Veh 1.80
Travel Dist (mi) 1354.1
Travel Time (hr) 80.5
Avg Speed (mph) 17
Fuel Used (gal) 50.0
Fuel Eff. (mpg) 27.1
HC Emissions (g) 731
CO Emissions (g) 27019
NOx Emissions (g) 2301
Vehicles Entered 2669
Vehicles Exited 2669
Hourly Exit Rate 2669
Input Volume 9916
% of Volume 27
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 226
Occupancy (veh) 80

3.A.a
Packet Pg. 264 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 256 417 200 95 98 115 124
Average Queue (ft) 92 183 94 56 61 56 58
95th Queue (ft) 189 386 169 83 87 93 98
Link Distance (ft) 847 847 1163 1163 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 0
Queuing Penalty (veh) 1
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served LT R LT R LT TR LT R
Maximum Queue (ft) 290 78 76 144 174 495 253 87
Average Queue (ft) 203 33 37 49 119 165 112 46
95th Queue (ft) 332 64 67 124 203 440 227 74
Link Distance (ft) 207 207 49 49 804 1163 1163
Upstream Blk Time (%) 45 3 4 0
Queuing Penalty (veh) 97 5 7 0
Storage Bay Dist (ft) 105
Storage Blk Time (%) 36 13
Queuing Penalty (veh) 113 48
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 58 88 40 70
Average Queue (ft) 26 7 13 33
95th Queue (ft) 63 45 37 59
Link Distance (ft) 49 942 802 988
Upstream Blk Time (%) 2
Queuing Penalty (veh) 7
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

3.A.a
Packet Pg. 265 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Queuing and Blocking Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB NB SB
Directions Served LR TR LT
Maximum Queue (ft) 71 6 92
Average Queue (ft) 25 0 23
95th Queue (ft) 92 7 147
Link Distance (ft) 191 277 676
Upstream Blk Time (%) 3
Queuing Penalty (veh) 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 278
Average Queue (ft) 94
95th Queue (ft) 308
Link Distance (ft) 277
Upstream Blk Time (%) 13
Queuing Penalty (veh) 55
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 94
Average Queue (ft) 62
95th Queue (ft) 85
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 333

3.A.a
Packet Pg. 266 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Cumulative No Project
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 290 340 430 740 0 0 0 0 160 0 160 Future Volume (vph) 0 290 340 430 740 0 0 0 0 160 0 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1568 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1568 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 6
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 315 370 467 804 0 0 0 0 174 0 174
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 315 370 467 804 0 0 0 0 174 174 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 267 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Cumulative No Project
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 360 40 80 70 60 470 120 340 130 200 90 160 Future Volume (vph) 360 40 80 70 60 470 120 340 130 200 90 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 105 0 0 0
Storage Lanes 0 1 0 1 1 0 0 1
Taper Length (ft) 25 25 70 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.967 0.850
Flt Protected 0.957 0.974 0.990 0.967
Satd. Flow (prot) 0 1765 1568 0 1797 1568 0 3355 0 0 1784 1568 Flt Permitted 0.957 0.974 0.990 0.967
Satd. Flow (perm) 0 1765 1568 0 1797 1568 0 3355 0 0 1784 1568 Link Speed (mph) 35 35 35 30
Link Distance (ft) 288 173 862 1232
Travel Time (s) 5.6 3.4 16.8 28.0
Confl. Peds. (#/hr) 2 2 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 391 43 87 76 65 511 130 370 141 217 98 174 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 434 87 0 141 511 0 641 0 0 315 174 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 0 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 268 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Cumulative No Project
3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 55 290 25 1 435 4 25 1 1 0 1 140
Future Volume (vph) 55 290 25 1 435 4 25 1 1 0 1 140
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.991 0.999 0.995 0.866
Flt Protected 0.993 0.956
Satd. Flow (prot) 0 1815 0 0 1843 0 0 1755 0 0 1597 0
Flt Permitted 0.993 0.956
Satd. Flow (perm) 0 1815 0 0 1843 0 0 1755 0 0 1597 0
Link Speed (mph) 35 35 25 25
Link Distance (ft) 173 976 825 1027
Travel Time (s) 3.4 19.0 22.5 28.0
Confl. Peds. (#/hr) 3 1
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 60 315 27 1 473 4 27 1 1 0 1 152
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 402 0 0 478 0 0 29 0 0 153 0
Enter Blocked Intersection No No No 2 veh 2 veh 2 veh Yes No No Yes Yes Yes Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 16 16 0 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 269 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Cumulative No Project
4: Frontage Rd & Hotel Driveway 2 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 19 2 328 4 1 461
Future Volume (vph) 19 2 328 4 1 461
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.988 0.999
Flt Protected 0.956
Satd. Flow (prot) 1742 0 1843 0 0 1845
Flt Permitted 0.956
Satd. Flow (perm) 1742 0 1843 0 0 1845
Link Speed (mph) 25 35 35
Link Distance (ft) 219 326 698
Travel Time (s) 6.0 6.4 13.6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 21 2 357 4 1 501
Shared Lane Traffic (%)
Lane Group Flow (vph) 23 0 361 0 0 502
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 270 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Cumulative No Project
5: Frontage Rd & Hotel Driveway 1 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 480 332 8 0 0
Future Volume (vph) 0 480 332 8 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.997
Flt Protected
Satd. Flow (prot) 0 1845 1839 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1845 1839 0 0 0
Link Speed (mph) 35 35 30
Link Distance (ft) 326 288 215
Travel Time (s) 6.4 5.6 4.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 0 522 361 9 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 522 370 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 271 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Cumulative No Project
13: Dummy link & SR 99 SB On Ramp AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 692 78 0000
Future Volume (vph) 692 78 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 752 85 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 752 85 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 272 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Cumulative No Project
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 300 450 340 600 0 0 0 0 170 0 240 Future Volume (vph) 0 300 450 340 600 0 0 0 0 170 0 240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1863 1583 1770 3539 0000 1770 1583 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1863 1583 1770 3539 0000 1770 1583 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 1 4
Confl. Bikes (#/hr) 1 4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 326 489 370 652 0 0 0 0 185 0 261
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 326 489 370 652 0 0 0 0 185 261 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 273 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Cumulative No Project
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 320 50 60 40 30 290 210 330 150 180 120 170 Future Volume (vph) 320 50 60 40 30 290 210 330 150 180 120 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 105 0 0 0
Storage Lanes 0 1 0 1 1 0 0 1
Taper Length (ft) 25 25 70 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.967 0.850
Flt Protected 0.959 0.972 0.985 0.971
Satd. Flow (prot) 0 1786 1583 0 1811 1583 0 3371 0 0 1809 1583 Flt Permitted 0.959 0.972 0.985 0.971
Satd. Flow (perm) 0 1786 1583 0 1811 1583 0 3371 0 0 1809 1583 Link Speed (mph) 35 35 35 30
Link Distance (ft) 288 173 862 1232
Travel Time (s) 5.6 3.4 16.8 28.0
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 348 54 65 43 33 315 228 359 163 196 130 185 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 402 65 0 76 315 0 750 0 0 326 185 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 0 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 274 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Cumulative No Project
3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 65 295 20 2 280 1 15 2 0 3 2 65
Future Volume (vph) 65 295 20 2 280 1 15 2 0 3 2 65
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.993 0.874
Flt Protected 0.991 0.957 0.998
Satd. Flow (prot) 0 1833 0 0 1863 0 0 1783 0 0 1625 0
Flt Permitted 0.991 0.957 0.998
Satd. Flow (perm) 0 1833 0 0 1863 0 0 1783 0 0 1625 0
Link Speed (mph) 35 35 25 25
Link Distance (ft) 173 976 825 1027
Travel Time (s) 3.4 19.0 22.5 28.0
Confl. Peds. (#/hr) 1 1 3 1 2
Confl. Bikes (#/hr) 1 1 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 71 321 22 2 304 1 16 2 0 3 2 71
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 414 0 0 307 0 0 18 0 0 76 0
Enter Blocked Intersection No No No 2 veh 2 veh 2 veh Yes No No Yes Yes Yes Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 16 16 0 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

3.A.a
Packet Pg. 275 Attachment: Ripon East main Traffic Signal Study_1.12.24 (4181 : East Main Street Traffic Signal) Lanes, Volumes, Timings Cumulative No Project
4: Frontage Rd & Hotel Driveway 2 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 13 1 394 1 1 417
Future Volume (vph) 13 1 394 1 1 417
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.991
Flt Protected 0.955
Satd. Flow (prot) 1763 0 1863 0 0 1863
Flt Permitted 0.955
Satd. Flow (perm) 1763 0 1863 0 0 1863
Link Speed (mph) 30 30 30
Link Distance (ft) 219 326 698
Travel Time (s) 5.0 7.4 15.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 14 1 428 1 1 453
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 0 429 0 0 454
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 60 60 60 60
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized