Agenda packet — Mendota City Council, October 6, 2026 (part 5 of 5)

Scopeof TrafficStudy- ProposedResidentialDevelopment October8, 2025 Mendota,California Page3
operating conditions from the traveler’s perspective and LOS F the worst.” Automobile mode LOS characteristics for both unsignalized and signalized intersections are presented in Tables 3 and 4
Table 3
Level of Service Characteristics for Unsignalized Intersections Level of Service Average Vehicle Delay (seconds)
A 0—10
B >10—15
C >15-25
D >25-35
E >35-50
F >50
Table 4
Level of Service Characteristics for Signalized Intersections Level of Descri tion Average Vehicle
Service p Delay (seconds)
Volume—to—capacity ratio is no greater than 1.0. Progression is A exceptionally favorable or the cycle length is very short. <10 B Volume—to—capacity ratio is 119greater than 1.0. Progression is highly >10_20 favorable or the cycle length 1s very short.

C Volume—to—capacity ratio is no greater than 1.0. Progression is favorable or >20_35 cycle length is moderate.

Volume—to—capacity ratio is high but no greater than 1.0. Progression is D ineffective or cycle length is long. Many vehicles stop and individual cycle >35-55 failures are noticeable.

Volume—to—capacity ratio is high but no greater than 1.0. Progression is E unfavorable and cycle length is long. Individual cycle failures are frequent. >55-80 Volume—to—capacity ratio is greater than 1.0. Progression is very poor and cycle length is long. Most cycles fail to clear the queue.

Reference for Tables 3 and 4: Highway Capacity Manual, 7“” Edition, Transportation Research Board, 2022 F >80
City of Mendota
Policy C-1.2 of the City of Mendota General Plan states that the City shall: “Seek to maintain operations on all roadways and intersections at Level of Service C or better at all times, including peak travel times, unless maintaining this Level of Service would, in the City's judgment, be infeasible and/0r conflict with the achievement of other goals. Congestion in excess of Level of Service C may be accepted in these cases, provided that provisions are made to improve traffic flow and/0r promote non-vehicular transportation as part of a development project OF61City-initiated project.”
State Highways
Caltrans has historically endeavored to maintain a target LOS at the transition between LOS C and LOS D, but does not currently identify a specific LOS goal.

Scope of Traffic Study - Proposed Residential Development October 8, 2025 Mendota, California Page 4
Study Criteria
For purposes of this study, it is suggested that a traffic issue may require improvements if the proposed Project will decrease the LOS below C at an intersection, or if the Project will exacerbate conditions at an intersection already operating below the target LOS by increasing the average delay at the intersection by 5.0 seconds or more, or by causing the LOS to drop to a lesser LOS (e.g. drop from LOS D to LOS E).

For purposes of this study, a traffic issue will be recognized at State facilities if the analyses identify LOS E or F at an intersection. LOS E and F can be indicative of delays that may lead to safety concerns at unsignalized intersections. A traffic issue will also be identified if the Project will exacerbate conditions at an intersection already operating below the target LOS by increasing the average delay at the intersection by 5.0 seconds or more, or by causing the LOS to drop to a lesser LOS (e.g. drop from LOS E to LOS F).

Intersection Queuing Criteria
A queuing deficiency is identified in the existing condition if the calculated 95th -percentile
queue length exceeds the storage length by more than 25 feet (the average storage length for one vehicle) since the bay taper can typically store one vehicle. A queuing issue is determined if the Project causes the calculated 95th
-percentile queue length to exceed the existing or
planned storage capacity of a lane by more than 25 feet. In storage lanes that are already deficient without the Project, a queuing issue is determined if the Project increases the calculated 95th
-percentile queue length by at least 25 feet.

Closing
Peters Engineering Group is requesting that the affected agencies provide any comments on the content of this letter in writing. Specifically, we are requesting comment on, or confirmation of, the following items discussed above from all affected agencies before continuing with the analyses:
• Trip generation assumptions and calculations
• Study area intersections
• The time periods requiring intersection turning movement counts • The study scenarios
• Criteria for identifying traffic issues
• Pending and approved projects
• No Project-specific traffic modeling proposed or required.

Scopeof TrafficStudy- ProposedResidentialDevelopment October8, 2025 Mendota,California Page4
Study Criteria
For purposes of this study, it is suggested that a traffic issue may require improvements if the proposed Project will decrease the LOS below C at an intersection, or if the Project will exacerbate conditions at an intersection already operating below the target LOS by increasing the average delay at the intersection by 5.0 seconds or more, or by causing the LOS to drop to a lesser LOS (e.g. drop from LOS D to LOS E).

Intersection Queuing Criteria
A queuing deficiency is identified in the existing condition if the calculated 95th—percentile queue length exceeds the storage length by more than 25 feet (the average storage length for one vehicle) since the bay taper can typically store one vehicle. A queuing issue is determined if the Project causes the calculated 95th-percentile queue length to exceed the existing or planned storage capacity of a lane by more than 25 feet. In storage lanes that are already deficient Without the Project, a queuing issue is determined if the Project increases the calculated 95th-percentile queue length by at least 25 feet.

Trip generation assumptions and calculations
Study area intersections
The time periods requiring intersection turning movement counts The study scenarios
Criteria for identifying traffic issues
Pending and approved projects
No Project-specific traffic modeling proposed or required.

Scope of Traffic Study - Proposed Residential Development October 8, 2025 Mendota, California Page 5
Thank you for the opportunity to work with you on this project. Please feel free to call our office if you have any questions.

PETERS ENGINEERING GROUP
John Rowland, PE, TE
Attachments: Figures 1 through 4
Scopeof TrafficStudy- ProposedResidentialDevelopment October8, 2025 Mendota,California Page5
Thank you for the opportunity to work with you on this project. Please feel free to call our office if you have any questions.

PETERS ENGINEERING GROUP
John Rowland,
W
PE, TE
Attachments: Figures 1 through 4
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TRAFFIC STUDY – PROPOSED RESIDENTIAL DEVELOPMENT
City of Mendota Response
TRAFFICSTUDY — PROPOSEDRESIDENTIALDEVELOPMENT
City of Mendota Response

PETERS ENGINEERING GROUP

A CALIFORNIA CORPORATION
1 John Rowland
From: Michael Osborn <[email protected]>
Sent: Monday, October 20, 2025 7:07 AM
To: Derek Sylvester; Jeff O'Neal
Cc: John Rowland; Alison Baker; Adrienne Burns
Subject: Re: Crown Mendota Project -
John & Y&H Team,
The Traffic Scoping letter is appropriate from the City's perspective. Please send to Caltrans and County for their input.

The City has one upcoming street project that would impact this development: the Amador & Smoot Street Extension which extends partial widths (two lanes in each direction) of Amador & Smoot from their current terminus to their intersection. This project is planned to be built in Spring 2026.

Sincerely,
Michael Osborn, PE, CASp, LEED-AP
Office: (559) 449-2700
Mobile: (805) 705-5222
From: Derek Sylvester <[email protected]>
Sent: Wednesday, October 15, 2025 3:00 PM
To: Michael Osborn <[email protected]>; Jeff O'Neal <[email protected]> Cc: John Rowland <[email protected]>; Alison Baker <[email protected]>; Adrienne Burns <[email protected]>
Subject: RE: Crown Mendota Project -

Good afternoon Michael and Jeff,

Following up here on the traffic scoping letter for the Crown project we sent over to you last week. Please let us know if you have any input on the proposed scope and if you will be forwarding to Caltrans and the County or would like us to.

Thank you,

Derek Sylvester
Yamabe & Horn Engineering, Inc.

O: (559) 244-3123 | M: (559) 360-5006
yandhengr.com

From: Adrienne Burns <[email protected]>
Sent: Thursday, October 9, 2025 8:16 AM
To: Michael Osborn <[email protected]>
Cc: Jeff O'Neal <[email protected]>; Derek Sylvester <[email protected]>; John Rowland <johnrowland@petersengineering.com>; Alison Baker <[email protected]> Subject: Crown Mendota Project Traffic Scoping Letter
Some people who received this message don't often get email from [email protected]. Learn why this is important
John Rowland
From: Michael Osborn <[email protected]>
Sent: Monday, October 20, 2025 7:07 AM
To: Derek Sylvester;Jeff O'Neal
Cc: John Rowland;Alison Baker;Adrienne Burns
Subject: Re:Crown Mendota Project -
John &Y&H Team,
The Traffic Scoping letter is appropriate from the City's perspective. Please send to Caltrans and County for their input.

Sincerely,
Michael Osborn, PE, CASp, LEED-AP
Office: (559) 449-2700
Mobile: (805) 705-5222
From: Derek Sylvester <DSy|vester@yhmai|.com>
Sent: Wednesday, October 15, 2025 3:00 PM
To: Michael Osborn <[email protected]>; Jeff O'Neal <jonea|@ppeng.com> Cc:John Rowland <johnrow|[email protected]>; Alison Baker <[email protected]>; Adrienne Burns <[email protected]>
Subject:RE:Crown Mendota Project - Some people who received this messagedon't often get email from [email protected] .why this is important
Good afternoon Michael and Jeff,
Following up here on the traffic scoping letter for the Crown project we sent over to you last week. Please let us know if you have any input on the proposed scope and if you will be forwarding to Caltrans and the County or would like us to.

Thankyou,
Derek Sylvester
Yamabe & Horn Engineering, Inc.
0: (559) 244-3123 |M: (559) 360-5006
vandhenqrcom
From:Adrienne Burns <[email protected]>
Sent: Thursday, October 9, 2025 8:16 AM
To: Michael Osborn <[email protected]>
Cc:Jeff O'Neal <jonea|@ppeng.com>; Derek Sylvester <DSy|vester@yhmai|.com>;John Rowland <johnrow|and@petersengineering.com>; Alison Baker <[email protected]> Subject:Crown Mendota Project Traffic Scoping Letter
2 Good Morning Michael,

Hope all is well. We are submitting to you the Traffic Scoping Letter for the Crown project located on the west side of the city of Mendota. I have attached the conceptual map as well for reference. We would like to get your input on the scope of the proposed study. Also, we wanted to give you the option of distributing the letter further to Caltrans and the County. Please let us know if you would prefer that we distribute that out instead. Looking forward to your response.

Please note that we are looking to submit the Tentative Map in the coming week or two.

Thank you.

Adrienne Burns
Planning & Entitlements
______________________
2985 N. Burl Ave. Suite 101 Fresno, CA 93727
O: (559) 244-3123 | M: (559) 779-3971
yandhengr.com
“A committed team providing high quality engineering services for our clients and community.”

Good Morning Michael,
Hope all is well. We are submitting to you the Traffic Scoping Letter for the Crown project located on the west side of the city of Mendota. l have attached the conceptual map as well for reference. We would like to get your input on the scope of the proposed study. Also, we wanted to give you the option of distributing the letter further to Caltrans and the County. Please let us know if you would prefer that we distribute that out instead. Looking forward to your response.

Please note that we are looking to submit the Tentative Map in the coming week or two.

Thankyou.

Adrienne Burns
Planning & Entitlements
Yamaha E IIIII'I'I
Bum, II__I_I;._.
0“!»WW???“' W9 WW
2985 N. Burl Ave. Suite 101 Fresno, CA 93727
O: (559) 244-3123 |M: (559) 779-3971
vandhenqmom
“A committed team providing high quality engineering services for our clients and community.” TRAFFIC STUDY – PROPOSED RESIDENTIAL DEVELOPMENT
County of Fresno Response
TRAFFICSTUDY — PROPOSEDRESIDENTIALDEVELOPMENT
County of Fresno Response

PETERS ENGINEERING GROUP

A CALIFORNIA CORPORATION
1 John Rowland
From: Luna, Hector <[email protected]>
Sent: Wednesday, November 19, 2025 1:34 PM
To: John Rowland; Nakagawa, Wendy; Mtunga, Tawanda
Cc: Adrienne Burns; Derek Sylvester; Alison Baker; Michael Osborn; Jeff O'Neal Subject: RE: Traffic Study Scope - Crown Homes, Mendota Good afternoon,
The Transportation Planning Unit concurs with the study areas proposed in the scoping document.

Regards,
Hector E. Luna| Principal Planner
Department of Public Works and Planning |
Water and Natural Resources Division
2220 Tulare St. 6th Floor Fresno, CA 93721
Main Oice: (559) 600-4292 | Direct: (559) 600-9672
Email: [email protected]
Your input matters! Customer Service Survey
From: John Rowland <[email protected]> Sent: Tuesday, November 18, 2025 2:20 PM
To: Luna, Hector <[email protected]>; Nakagawa, Wendy <[email protected]>; Mtunga, Tawanda <[email protected]>
Cc: Adrienne Burns <[email protected]>; Derek Sylvester <[email protected]>; Alison Baker <[email protected]>; Michael Osborn <[email protected]>; Jeff O'Neal <[email protected]> Subject: RE: Traffic Study Scope - Crown Homes, Mendota Hello County staff,
Checking back to see if you plan to comment on the aached scoping leer. The City of Mendota is the lead agency.

Thanks,
John Rowland
(559) 299-1544 Ext. 112
From: John Rowland
Sent: Monday, October 20, 2025 5:23 PM
To: Padilla, Dave@DOT <[email protected]>; Jones, Keyomi L@DOT <[email protected]>; Luna, Hector <[email protected]>; Nakagawa, Wendy <[email protected]>; Mtunga, Tawanda <[email protected]>
Cc: Adrienne Burns <[email protected]>; Derek Sylvester <[email protected]>; Alison Baker <[email protected]>; Michael Osborn <[email protected]>; Jeff O'Neal <[email protected]> Subject: Traffic Study Scope - Crown Homes, Mendota
John Rowland
From: Luna, Hector <[email protected]>
Sent: Wednesday,November 19, 2025 1:34 PM
To: John Rowland; Nakagawa,Wendy; Mtunga, Tawanda
Cc: Adrienne Burns;DerekSylvester;Alison Baker;Michael Osborn; Jeff O'Neal Subject: RE:Traffic Study Scope- Crown Homes, Mendota
Good afternoon,
The Transportation Planning Unit concurs with the study areas proposed in the scoping document.

Regards,
C Hector E. Luna| PrincipalPlanner
Department of Public Works and Planning|
Water and Natural Resources Division
(‘53 ED] 2220 Tulare St. 6th Floor Fresno, CA 93721
0 Main Office: (559) 600-4292 | Direct: (559) 600-9672
*5 Email: [email protected] Your input matters! Customer Service Survey From: John Rowland <[email protected]> Sent: Tuesday, November 18, 2025 2:20 PM
To: Luna, Hector <[email protected]>; Nakagawa, Wendy <[email protected]>; Mtunga, Tawanda <[email protected]>
Cc:Adrienne Burns <[email protected]>; Derek Sylvester <[email protected]>; Alison Baker <[email protected]>; Michael Osborn <[email protected]>; Jeff O'Neal <jonea|@ppeng.com> Subject:RE:Traffic Study Scope- Crown Homes, Mendota
Hello County staff,
Checkingback to see if you plan to comment on the attached scoping letter. The City of Mendota is the lead agency.

Thanks,
John Rowland
(559) 299—1544Ext. 112
From: John Rowland
Sent: Monday, October 20, 2025 5:23 PM
To: Padilla, Dave@DOT <dave.padi|[email protected]>; Jones, Keyomi L@DOT <[email protected]>; Luna, Hector <[email protected]>; Nakagawa, Wendy <[email protected]>; Mtunga, Tawanda <[email protected]>
Cc: Adrienne Burns <ABurns@vhmai|.com>; Derek Sylvester <[email protected]>; Alison Baker <[email protected]>; Michael Osborn <[email protected]>; Jeff O'Neal <[email protected]> Subject:Traffic Study Scope- Crown Homes, Mendota
2 Hello County of Fresno and Caltrans staff,
Aached is a traffic study scoping leer for a residenal project proposed in Mendota. Please let us know if your agency has any comments on the leer. If you would be so kind as to reply to confirm receipt I would appreciate it. Also, if there is anyone else at your agency who should review the leer, would you please forward it to them? Finally, City consultants Michael Osborn and Jeff O’Neal are copied on this email, and I would request that you include them in your correspondence.

Thanks,
John Rowland, PE, TE
Peters Engineering Group
862 Pollasky Avenue
Clovis, California 93612
(559) 299-1544 Ext. 112
Hello County of Fresno and Caltrans staff,
Attached is a traffic study scoping letter for a residential project proposed in Mendota. Pleaselet us know if your agency has any comments on the letter. If you would be so kind as to reply to confirm receipt I would appreciate it. Also, if there is anyone else at your agency who should review the letter, would you please forward it to them? Finally, City consultants Michael Osborn and Jeff O’Neal are copied on this email, and I would request that you include them in your correspondence.

Thanks,
John Rowland, PE, TE

PETERS ENGINEERING GRCILIP
862 Pollasky Avenue
Clovis, California 93612
(559) 299-1544 Ext. 112
TRAFFIC STUDY – PROPOSED RESIDENTIAL DEVELOPMENT
Caltrans Response
TRAFFICSTUDY — PROPOSEDRESIDENTIALDEVELOPMENT
Caltrans Response

PETERS ENGINEERING GROUP

A CALIFORNIA CORPORATION
“Provide a safe and reliable transportation network that serves all people and respects the environment.” DISTRICT 6 OFFICE
1352 WEST OLIVE AVENUE |P.O. BOX 12616 |FRESNO, CA 93778-2616 (559) 981-7284| FAX (559) 488-4195 | TTY 711
www.dot.ca.gov
October 30, 2025
FRE-33-62.157
Traffic Study Scope - Crown Homes, Mendota
GTS #: https://ld-igr-gts.dot.ca.gov/district/6/report/38317#55777

SENT VIA EMAIL
Mr. Michael Osborn
City of Mendota City Engineer
c/o Provost & Pritchard Consulting Group, Inc.
455 West Fir Avenue
Clovis, California 93612
[email protected]
Dear Mr. Osborn:

Caltrans has completed the review of the Traffic Study Scope for Crown Homes, Mendota. The project proposes 271 single-family homes. Access to the site will be via three local streets connecting to Amador Avenue The proposed single-family residential subdivision covers approximately 49.99 acres.

The project site is located west of the existing segment of Amador Avenue, extending roughly from north of Gonzalez Street to south of Silva Street.

The mission of Caltrans is to provide a safe and reliable transportation network that serves all people and respects the environment. The Local Development Review (LDR) process reviews land use projects and plans through the lenses of our mission and state planning priorities of infill, conservation, and travel‐efficient development. To ensure a safe and efficient transportation system, we encourage early consultation and coordination with local jurisdictions and project proponents on all development projects that utilize the multimodal transportation network.

Caltrans provides the following comments consistent with the State’s smart mobility goals that support a vibrant economy and sustainable communities:

1. On page two, within the Study Area section, one additional intersection should be included: SR 33 and SR 180 intersection (include AM/PM peak, 95th percentile queue lengths, storage vs demand, and possible spillback assessment.)

CALIFORNIA STATETRANSPORTATIONAGENCY GAVIN NEWSOM, GOVERNOR California Department of Transportation
DISTRICT 6 OFFICE
1352 WEST OLIVE AVENUE |P.O. BOX 12616 |FRESNO, CA 93778—2616 W (559) 981—7284l FAX (559) 488—4195 | TTY 71 1
www.doi.ca.qov
October 30, 2025
FIRE-3362.157
Traffic: Study Scope — Crown Homes, Mendo’ro
GTS #: h’r’rps://|d-iqr—g’rs.do’r.c0.qov/dis’rricT/é/report/38317#55777

SENT VIA EMAIL
Mr. Michael Osborn
Ci’ry of Mendofo CiTyEngineer
C/O Provost & PriTchord Consulting Group, Inc.
455 West Fir Avenue
Clovis, California 93612
[email protected]
Dear Mr. Osborn:

Col’rrons has completed the review of The Traffic S’rudy Scope for Crown Homes, Mendo’ro. The project proposes 271 single—family homes. Access To The site will be via Three local sfree’rs connecting ’ro Amodor Avenue The proposed single—family residential subdivision covers approximately 49.99 acres.

The project site is locofed west of The existing segmenf of Amodor Avenue, extending roughly from north of Gonzalez S’rreeT’ro sou’rh of Silva STree’r.

The mission of Colfrons is To provide CI safe and reliable Transportation ne’rwork ’rho’r serves all people and respects The environment. The Local Development Review (LDR) process reviews land use projects and plans Through The lenses of our mission and skate planning priorities of infill, conservofion, 0nd Travel-efficient development. To ensure CI safe and efficient Transportation sys’rem, we encourage early consulfofion and coordination with local jurisdictions and project proponents on all development projecfs Tho’rU’rilize The mul’rimodol Transportation nefwork.

Col’rrons provides The following comments consisfen’r with The SToTe’s smurf mobili’ry goals ’rhG’r support 0 vibrant economy and sustainable communities:

1. On page ’rwo, wiThin The S’rudy Area section, one additional intersection should be included: SR 33 and SR 180 intersection (include AM/PM peak, 95Th percentile queue lengths, storage vs demand, and possible spillbock assessment) “Provide a safe and reliable ’rranspor’ro’rionne’rwork ’rho’r serves all people and respecTs the environment." Mr. Michael Osborn– Traffic Study Scope - Crown Homes, Mendota October 30, 2025

Page 2 ends

“Provide a safe and reliable transportation network that serves all people and respects the environment.”

2. Although the project does not directly front SR 33 and SR 180, it lies within one mile of a major state facility and will contribute to traffic using the SR 33 and SR 180 intersection. As such, it is recommended that frontage improvements (e.g., add storage, channelization, access control) be incorporated along the project’s local roadway interfaces to support safe and efficient access to the regional network.

3. According to the Caltrans Local Development Review Safety Practitioner’s Guidance dated February 2024, a safety review for a development is not required if the project makes no physical modification to the SHS and the project results in zero additional trips by any mode on the SHS. Since the proposed development is adding trips to the State Highway System (SHS), a safety review will be required.

The safety review should identify and analyze any potential safety impacts due to the increased conflicts. Perform 95th-percentile queuing at all study intersections, with a dedicated subsection for SHS locations (SR facilities). Report available storage (pocket + taper), deceleration lane length, compare to 95th-percentile queues, and assessing spillback potential. The developer should request Caltrans crash data summary for the involved SHS facility using the included Crash Data Request Form. Identify feasible safety countermeasures if warranted.

4. Please be advised. There is a Caltrans State Highway Operation and Protection Program (SHOPP) and Minor Program project planned for a Class II Bike Lane (Bicycle and Pedestrian Infrastructure) at nearby SR 33/Belmont Avenue. The projects advertised for the year 2032/2033.

5. Alternative transportation policies should be applied to the development. An assessment of multi-modal facilities should be conducted to develop an integrated multi-modal transportation system to serve and help alleviate traffic congestion caused by the project and related development in this area of the city. The assessment should include the following:
a. Pedestrian walkways should link this Project to transit facilities, bicycle pathways and other walkways in the surrounding area.
b. Coordinating connections to local and regional bicycle pathways should be done to further encourage the use of bicycles for commuter and recreational purposes.
c. Transit service and bus stop accommodations should be extended to within ¼- mile of the Project site.

6. Caltrans recommends the Project implement “smart growth” principles regarding parking solutions, providing alternative transportation choices to residents and employees. Alternative transportation choices may include but are not limited to parking for carpools/vanpools, car-share and/or ride-share programs.

Mr. Michael Osborn— Traffic: S’rudy Scope — Crown Homes, Mendo’ro October 30, 2025
Poge2

2. Although The projecf does not direc’rly front SR 33 and SR180,it lies within one mile of C!major sTo’re facility and will contribute ’ro Traffic using The SR33 and SR 180 intersection. As such, it is recommended ’rhOT fronfoge improvemenfs (e.g.,odd storage, chonnelizofion, access control) be incorporated along The projecf’s local roadway interfaces To support safe and efficienf access To The regional network.

According To The Col’rrons Local Development Review Sofe’ry Practitioner’s Guidance do’red February 2024,o sofe’ry review for 0 development is noT required if The project makes no physical modificofion To The SHSand The project results in zero additional Trips by any mode on The SHS.Since the proposed development is adding trips to the State Highway System (SHS), a safety review will be required.

The sofe’ry review should identify and analyze any poTen’riol sofe’ry impoc’rs due To The increased conflicts. Perform 95Th-percenfile queuing of all sTudy infersecfions, with 0 dedicated subsection for SHSlocofions (SR facilities). Report available storage (pocket + Taper), deceleration lone leng’rh, compare ’ro 95Th-percen’rile queues, and assessing spillbock potential. The developer should requesf Col’rrons crash do’ro summary for The involved SHSfocilify using The included Crash Da’ra Request Form. Iden’rify feasible safety countermeasures if warranted.

Please be advised. There is o Col’rrons STGTeHighway Operation and Protection Program (SHOPP) and Minor Program project planned for 0 Class II Bike Lone (Bicycle and Pedestrian Infrastructure) of nearby SR 33/Belmon’r Avenue. The projects odverfised for The year 2032/2033.

Al’remofive Tronsporfofion policies should be applied To The development. An assessment of mul’ri—modol focilifies should be conducted To develop on in’regro’red mul’ri—modol Tronsporfofion sys’rem To serve and help alleviate Traffic congestion caused by The project and relofed development in this area of The ciTy. The assessment should include The following:
o. Pedestrian walkways should link ThisProject To Transit facilities, bicycle pathways and o’rherwolkwoys in The surrounding area.
b. Coordinating connections To local and regional bicycle po’rhwoys should be done To fur’rher encourage The use of bicycles for commuter and recreational purposes.

C. Transi’r service and bus sTop accommodations should be extended ’ro wi’rhin ‘A— mile of The Project si’re.

Colfrons recommends The Project implemenf “smorf growth” principles regarding parking solufions, providing alternative Transportation Choices ’ro residents and employees. Alfemo’rive Tronsporfofion Choices may include but are not limi’red ’ro parking for corpools/vanpools, cor—shore and/or ride—shore programs. ”Provide a safe and reliable ’rronspor’ro’rionne’rwork ’rho’r serves all people and respecTs the environment." Mr. Michael Osborn– Traffic Study Scope - Crown Homes, Mendota October 30, 2025

Page 3 ends

“Provide a safe and reliable transportation network that serves all people and respects the environment.”

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

If you have any other questions, please call or email: Keyomi Jones, Associate Transportation Planner at (559) 981-7284 or [email protected].

Sincerely,
Mr. Dave Padilla, Branch Chief,
Local Development Review Branch
Cc: John Rowland, PE, TE Peters Engineering Group [email protected] Mr. Michael Osborn— Traffic: S’rudy Scope — Crown Homes, Mendo’ro October 30, 2025
Poge3

7. Based on Col’rrans Vehicle Miles Traveled (VMT)—Focused Transportation Impoc’r S’rudy Guide, dofed May 20, 2020,and effective as of July 1, 2020,Col’rrons seeks To reduce single occupancy vehicle Trips, provide CIsafe Transportation sys’rem, reduce per capi’ro VMT, increase occessibilify To desfinofions via cycling, walking, carpooling, Tronsif and reduce greenhouse gas (GHG) emissions. Col’rrons recommends That The project proponenf continue To work with The city To further implement improvements To reduce VMT and offer a variety of Transportation modes for ifs employees.

If you have any other questions, please call or email: Keyomi Jones, Associate Transportation Planner at (559) 981—7284or keyomi.jones@do’r.co.gov.

Sincerely,
; W
Mr. Dove Padilla, Branch Chief,
Local Development Review Branch
Cc: John Rowland, PE, TEPe’rers Engineering Group JohnRowlond@pe’rers—enqineerinq.Com “Provide a safe and reliable ’rranspor’ro’rionne’rwork ’rhG’r serves all people and respecTs the environment." TRAFFIC STUDY – PROPOSED RESIDENTIAL DEVELOPMENT

APPENDIX B

TRAFFIC COUNT DATA SHEETS
TRAFFICSTUDY — PROPOSEDRESIDENTIALDEVELOPMENT

APPENDIX B

TRAFFIC COUNT DATA SHEETS

PETERS ENGINEERING GROUP

A CALIFORNIA CORPORATION
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 0 7 1 1 4 43 39 0 10 0 0 0 0 0 0 2 0 35 3 7:15 AM - 7:30 AM 0 0 22 1 4 11 47 38 0 9 0 0 0 0 0 0 1 0 55 8 7:30 AM - 7:45 AM 0 0 27 1 2 15 82 119 0 6 0 0 0 0 0 0 20 0 77 9 7:45 AM - 8:00 AM 5 0 48 6 1 14 126 97 0 10 0 0 0 0 0 0 23 0 112 5 8:00 AM - 8:15 AM 2 0 41 3 2 7 91 70 0 9 0 0 0 0 0 0 14 0 129 6 8:15 AM - 8:30 AM 0 0 25 5 4 5 57 28 0 6 0 0 0 0 0 0 7 0 47 2 8:30 AM - 8:45 AM 0 0 18 2 0 5 48 28 0 6 0 0 0 0 0 0 4 0 55 4 8:45 AM - 9:00 AM 0 0 20 2 2 11 64 39 0 5 0 0 0 0 0 0 5 0 50 7 TOTAL 7 0 208 21 16 72 558 458 0 61 0 0 0 0 0 0 76 0 560 44 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 0 76 9 6 18 103 68 0 4 0 0 0 0 0 0 2 0 108 1 4:15 PM - 4:30 PM 0 0 66 7 2 14 104 76 0 8 0 0 0 0 0 0 2 0 124 0 4:30 PM - 4:45 PM 0 0 64 6 4 21 111 65 0 2 0 0 0 0 0 0 5 0 105 5 4:45 PM - 5:00 PM 0 0 45 5 1 16 104 71 0 0 0 0 0 0 0 0 5 0 107 1 5:00 PM - 5:15 PM 0 0 57 5 3 17 106 84 0 3 0 0 0 0 0 0 3 0 117 3 5:15 PM - 5:30 PM 0 0 53 6 6 13 104 85 0 4 0 0 0 0 0 1 3 0 108 0 5:30 PM - 5:45 PM 0 0 45 2 4 14 102 62 0 5 0 0 0 0 0 0 8 0 121 1 5:45 PM - 6:00 PM 0 0 54 4 3 12 110 70 0 7 0 0 0 0 0 0 6 0 104 0 TOTAL 0 0 460 44 29 125 844 581 0 33 0 0 0 0 0 1 34 0 894 11 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:15 AM - 8:15 AM 7 0 138 11 9 47 346 324 0 34 0 0 0 0 0 0 58 0 373 28 4:15 PM - 5:15 PM 0 0 232 23 10 68 425 296 0 13 0 0 0 0 0 0 15 0 453 9 PHF Trucks PHF
AM 0.756 5.4% PM 0 296 425 68 0.953
PM 0.962 2.1% AM 0 324 346 47 0.756
PHF ##### #####
AM PM
0 0 373 453
0 0 0 0
0 0 58 15
0 0 0 0
PM AM
PHF

0.753 0.929 PHF

0.661 7 0 138 11 AM

0.873 0 0 232 23 PM
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound

Page 1 of 3 ends

Oller St
Northbound Westbound
Derrick Ave
Derrick Ave
Turning Movement Report
Oller St @ Derrick Ave
Fresno
Thursday, December 11, 2025 Clear

36.7605
-120.3863 COLLECTION DATE
imt 7m0AM-7fl5AM
7fl5AM-730AM
730AM-7M5AM
7M5AM-8m0AM
BmOAM-8H5AM
8fl5AM-830AM
830AM-8M5AM
8M5AM-9mOAM
TOTAL
fime
4m0PM-4n5PM
4fl5PM-430PM
430FM-4M5PM
4M5PM-5mOPM
5m0PM-5n5PM
5fl5PM-530PM
530FM-5M5PM
5m5PM-6m0PM
TOTAL

PEAK HOUR
7:15 -

LOCATION
COUNTY _| NOOONO‘IOOO ‘F_| 000000000 0.756

0.962 000000000 000000000 0 O 5.4%2.1%
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax www.metrotrafficdata.com Oller St @ Derrick Ave
Fresno
Thursday, December 11, 2025
7 1 1 4 22 1 4 11
27 1 2 15
48 6 1 14
41 3 2 7
25 5 4 5
18 2 O 5
20 2 2 11
208 21 16 72
76 9 6 18
66 7 2 14
64 6 4 21
45 5 1 16
57 5 3 17
53 6 6 13
45 2 4 14
54 4 3 12
460 44 29 125 '0'I1
43 39
47 38
82 119
126 97
91 7O
57 28
48 28
64 39
558 458
103 68
104 76
111 65
104 71
106 84
104 85
102 62
110 70
844 581
346 324
425 296
PM
AM
W
0 AM

0.661

LATITUDE

LONGITUDE WEATHER
O 10 0 0 O 9 0 0 O 6 0 0 O 10 0 0 O 9 0 0 O 6 0 0 O 6 0 0 O 5 0 0 0 61 0 0
O 4 0 0 O 8 0 0 O 2 0 0 O 0 0 0 O 3 0 0 O 4 0 0 O 5 0 0 O 7 0 0 0 33 0 0
0 34 0 0
0 13 0 0
Derrick Ave
0 296 425 68
0 324 346 iTtb
Turning Movement Report 000000000 000000000 000000000 000000000 0 0
0 0 PHF
o.

0.756
AM

1. h o
Noflh _fl11r>
138 1 1
0 0 232 23 Derrick Ave
'58
9‘ 0 0.753 AM
PM
Prepared For:

36.7605
-120.3863 Clear OOOOOOOOO OOOOOOOOO 453 OOOOOOOOO AOO—‘OOOOO (DWOOOOO'IO'INN wh Peters Engineering Group OOOOOOOOO OOOOOOOOO
58 0
15 0
Oller St
862 Pollasky Ave Clovis, CA 93612
35 3 55 8
77 9 112 5
129 6
47 2
55 4
50 7
560 44
108 1
124 0 105 5
107 1
117 3 108 0
121 1
104 0 894 11

Page 1 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 1 0 0 0 4 0 0 0 0 0 0 0 0
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 2 0 0 0 4 0 0 0 0 0 0 0 0
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:15 AM - 8:15 AM 0 0 0 1 0 0 0 4 0 0 0 0 0 0 0 0
4:15 PM - 5:15 PM 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0
Bikes Peds Peds <>
AM Peak Total 0 5 PM 0 0 0 1
PM Peak Total 0 2 AM 0 0 0 1 Peds <>
0 0
AM PM
0 0 0 0
0 0 0 0
0 0 0 0
PM AM
Peds <>
0 0
Peds <>
4 0 0 0 AM
1 0 0 0 PM
Turning Movement Report
Oller St @ Derrick Ave 36.7605
Fresno -120.3863
Thursday, December 11, 2025 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
Derrick Ave
0 Oller St
Derrick Ave Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes
Metro Traffic Data Inc. TU rn i “9 Movement Report 310 N. Irwin Street - Suite 20 . I Hanford, CA 93230 Prepared For:
' ' ' ' Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave www.metrotrafficdata.com Clovis, CA 93612 LOCATION Oller St @ Derrick Ave LATITUDE 36.7605 COUNTY Fresno LONGITUDE -120.3863 COLLECTION DATE Thursday, December 11, 2025 WEATHER Clear 7 Time 7:00AM- 7:15AM 0 o o 0 0 0 0 0 0 0 0 o o o o 0
7:15AM-7:30 AM 0 o o 0 0 0 0 3 0 0 0 o o o o o
7:30AM- 7:45AM 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 o
7:45AM- 8:00AM 0 o o 1 0 0 0 0 0 0 0 o o o o o
8:00AM-8:15 AM 0 o o 0 0 0 0 1 0 0 0 0 0 0 0 0
8:15AM-8:30 AM 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 o
8:30AM- 8:45AM 0 o o 0 0 0 0 0 0 0 0 o o o o o
8:45AM- 9:00 AM 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 o o 1 o o o 4 o o o o o o o 0
Time 4:00PM- 4:15PM 0 o o 1 0 0 0 0 0 0 0 0 0 0 0 o
4:15PM- 4:30PM 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 o
4:30PM- 4:45PM 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 o
4:45PM- 5:00PM 0 o o 1 0 0 0 1 0 0 0 o o o o o
5:00PM- 5:15PM 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 o
5:15PM- 5:30PM o o o 0 0 0 0 1 0 0 0 0 0 0 0 o
5:30PM- 5:45PM 0 o o 0 0 0 0 2 0 0 0 o o o o o
5:45PM- 6:00PM 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 o o 2 o o o 4 o o o o o o o o
' F PEAKHOUR '.
7:1 - 3:15 o o o 1 0 0 0 4 0 0 0 o o o o 0
4:1 - o o o 1 0 0 0 1 0 0 0 o o o o o
Derrick Ave
Peds <>
r- T 0 I 5 | PM 0 0 0 |
PeakT o I 2 I AM 0 0 0 | 1
— A — — V§ 0 4‘ |
a AM PM
0 0 I; L 0 0
9 o 0 ‘ ® _ o o m
Nonh ° 0 I1 1- ° °
Peds <> 1
g
>E [.1
mil}
O Peds<>
4 | 0 0 0 AM
0 0 0 PM
Derrick Ave Page 2 of 3
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION N/S STREET

COUNTY E/W STREET

COLLECTION DATE WEATHER

CYCLE TIME CONTROL TYPE
Oller St /
Clear
Roundabout
COMMENTS NE Leg is incomplete.

Page 3 of 3 ends

N/A
Turning Movement Report
Oller St @ Derrick Ave
Fresno
Thursday, December 11, 2025
LOCATION Derrick Ave / Derrick Ave
COUNTY

COLLECTION DATE

CYCLE TIME
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax www.metrotrafficdata.com
Oller St @ Derrick Ave
Fresno Thursday, December 11, 2025 N/A
Turning Movement Report

NIS STREET

EIW STREET

WEATHER

CONTROL TYPE
Prepared For: Peters Engineering Group
862 Pollasky Ave Clovis,CA 93612
Derrick Ave / Derrick Ave Oller St / Clear Roundabout
COMMENTS NE Leg is incomplete.

Noflh

Page 3 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 1 1 1 1 0 3 3 1 0 0 1 0 0 1 0 0 6 6 3 7:15 AM - 7:30 AM 0 0 2 0 0 0 12 3 0 2 0 0 3 0 2 0 1 5 6 3 7:30 AM - 7:45 AM 0 1 8 4 0 0 47 12 0 4 0 0 1 0 0 0 7 9 10 3 7:45 AM - 8:00 AM 0 1 12 6 0 0 73 18 6 10 0 2 4 2 0 0 7 6 41 0 8:00 AM - 8:15 AM 0 0 6 5 0 0 13 5 4 0 0 2 4 1 0 0 8 12 60 3 8:15 AM - 8:30 AM 0 1 4 0 0 0 5 3 2 0 0 2 1 1 0 0 2 8 13 1 8:30 AM - 8:45 AM 0 0 1 0 0 1 5 3 1 0 0 2 2 1 0 0 2 5 12 0 8:45 AM - 9:00 AM 0 1 6 0 0 0 8 3 2 0 0 2 3 3 1 0 1 5 10 1 TOTAL 0 5 40 16 1 1 166 50 16 16 0 11 18 8 4 0 28 56 158 14 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 1 6 1 0 0 18 7 0 0 0 1 2 0 0 0 2 1 26 0 4:15 PM - 4:30 PM 0 0 4 1 0 0 10 8 0 0 0 1 1 0 0 0 1 3 37 0 4:30 PM - 4:45 PM 0 0 8 4 0 0 18 6 1 0 0 1 2 0 0 0 3 5 29 0 4:45 PM - 5:00 PM 0 1 4 0 0 0 20 8 1 0 0 1 2 0 0 0 3 7 33 0 5:00 PM - 5:15 PM 0 0 5 3 1 0 21 9 0 0 0 0 2 0 0 0 3 3 35 0 5:15 PM - 5:30 PM 0 0 7 3 0 0 19 7 0 0 0 0 1 1 0 0 0 1 36 0 5:30 PM - 5:45 PM 0 0 6 3 0 0 23 6 0 1 0 1 0 0 0 0 3 3 39 0 5:45 PM - 6:00 PM 0 0 6 0 0 0 14 10 0 1 0 0 1 0 0 0 4 3 21 0 TOTAL 0 2 46 15 1 0 143 61 2 2 0 5 11 1 0 0 19 26 256 0 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:30 AM - 8:30 AM 0 3 30 15 0 0 138 38 12 14 0 6 10 4 0 0 24 35 124 7 4:45 PM - 5:45 PM 0 1 22 9 1 0 83 30 1 1 0 2 5 1 0 0 9 14 143 0 PHF Trucks PHF
AM 0.615 4.8% PM 1 30 83 0 0.95
PM 0.949 0.6% AM 12 38 138 0 0.485
PHF 0.667 0.625
AM PM
0 0 124 143
2 6 35 14
5 10 24 9
1 4 0 0
PM AM
PHF

0.572 0.922 PHF

0.618 0 3 30 15 AM

0.775 0 0 22 9 PM
Turning Movement Report
Smoot Ave @ Sorensen Ave
Fresno
Thursday, December 11, 2025 Clear

36.7553
-120.3890

Page 1 of 3 ends

Smoot Ave
Northbound Westbound
Smoot Ave
Sorensen Ave
Sorensen Ave
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
Metro Traffic Data Inc. TU rn i ng Movement Report 310 N. Irwin Street - Suite 20 . I Hanford, CA 93230 Prepared For: ' ' ' ' Peters Engineering Group 800-975-6938 Phone/Fax 862 Pollasky Ave www.metrotrafficdata.com Clovis, CA 93612 LOCATION Smoot Ave @ Sorensen Ave LATITUDE 36.7553 COUNTY Fresno LONGITUDE -120.3890 COLLECTION DATE Thursday, December 11, 2025 WEATHER Clear imt 7:00 AM -7:15 AM 0 1 1 1 1 0 3 3 1 0 0 1 0 0 1 O O 6 6 3 7:15AM -7:30 AM 0 0 2 0 O O 12 3 0 2 0 0 3 0 2 O 1 5 6 3 7:30 AM -7:45 AM 0 1 8 4 0 O 47 12 O 4 0 0 1 0 O O 7 9 10 3 7:45 AM -8:00 AM 0 1 12 6 0 0 73 18 6 10 0 2 4 2 O O 7 6 41 0 8:00 AM -8:15 AM 0 0 6 5 O O 13 5 4 0 0 2 4 1 O O 8 12 60 3 8:15AM -8:30 AM 0 1 4 0 O O 5 3 2 0 0 2 1 1 0 0 2 8 13 1 8:30 AM -8:45 AM 0 0 1 0 0 1 5 3 1 0 0 2 2 1 O O 2 5 12 0 8:45 AM -9:00 AM 0 1 6 0 0 0 8 3 2 0 0 2 3 3 1 O 1 5 10 1 TOTAL 0 5 40 16 1 1 166 50 16 16 0 11 18 8 4 0 28 56 158 14 Time U-T
4:00 PM - 4:15 PM 0 1 6 1 0 O 18 7 O 0 0 1 2 0 O O 2 1 26 0 4:15 PM - 4:30 PM 0 0 4 1 0 0 1O 8 O 0 0 1 1 0 O O 1 3 37 0 4:30 PM - 4:45 PM 0 0 8 4 0 O 18 6 1 0 0 1 2 0 O O 3 5 29 0 4:45 PM - 5:00 PM 0 1 4 0 0 O 20 8 1 0 0 1 2 0 O O 3 7 33 0 5:00 PM - 5:15 PM 0 0 5 3 1 O 21 9 O 0 0 0 2 0 O O 3 3 35 0 5:15 PM - 5:30 PM 0 0 7 3 O O 19 7 O 0 0 0 1 1 O O O 1 36 0 5:30 PM - 5:45 PM 0 0 6 3 0 O 23 6 O 1 0 1 0 0 O O 3 3 39 0 5:45 PM - 6:00 PM 0 0 6 0 0 0 14 1O 0 1 0 0 1 0 O O 4 3 21 0 TOTAL 0 2 46 15 1 0 143 61 2 2 0 5 11 1 0 0 19 26 256 0 F PEAK HOUR —
7:30 - 0 3 30 15 O O 138 38 12 14 0 6 10 4 0 0 24 35 124 7 Sorensen Ave E
I 0.615 4.8% PM 1 30 83 0 0.949 0.6% AM 12 38 1380.485 | P F 0.625 AM PM
o o p L 124 143
2 6 P _ 35 14
SmootAve 5 10 P North r 24 9 SmootAve
1 4 h c o 0
PM AM 0.572 PHF P_HF

0.618 30 15 AM
o o 22 9 PM
Sorensen Ave

Page 1 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2
7:15 AM - 7:30 AM 0 0 0 9 0 0 0 1 0 0 0 2 0 0 0 10
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 1 0 0 0 6 0 0 0 2
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 13 0 0 0 12 0 0 0 4
8:00 AM - 8:15 AM 0 0 0 3 0 0 0 7 0 0 0 7 0 0 0 3
8:15 AM - 8:30 AM 0 0 0 5 0 0 0 4 0 0 0 5 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 1
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2
TOTAL 0 0 0 23 0 0 0 27 0 0 0 35 0 0 0 24
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2
4:15 PM - 4:30 PM 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1
4:30 PM - 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 3
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 2 0 0 0 4 0 0 1 2
5:45 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 3 0 0 0 4 0 0 0 9 0 0 1 8
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0 0 0 8 0 0 0 25 0 0 0 30 0 0 0 9
4:45 PM - 5:45 PM 0 0 0 2 0 0 0 3 0 0 0 7 0 0 1 5
Bikes Peds Peds <>
AM Peak Total 0 72 PM 0 0 0 2
PM Peak Total 1 17 AM 0 0 0 8 Peds <>
5 9
AM PM
0 0 0 1
0 0 0 0
0 0 0 0
PM AM
Peds <>
30 7
Peds <>
25 0 0 0 AM
3 0 0 0 PM
Westbound Bikes W.Leg
Peds
Sorensen Ave
Smoot Ave Smoot Ave
Sorensen Ave Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
Smoot Ave @ Sorensen Ave 36.7553
Fresno -120.3890
Thursday, December 11, 2025 Clear
Metro Traffic Data Inc. TU rn i “9 Movement Report 310 N. Irwin Street - Suite 20 . I Hanford, CA 93230 Prepared For:
' ' ' ' Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave www.metrotrafficdata.com Clovis, CA 93612 LOCATION Smoot Ave @ Sorensen Ave LATITUDE 36.7553 COUNTY Fresno LONGITUDE 420.3890 COLLECTION DATE Thursday, December 11, 2025 WEATHER Clear 7 Time
7:00AM- 7:15AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2
7:15AM-7:3oAM 0 0 0 9 0 0 0 1 0 0 0 2 0 0 0 10
7:30AM- 7:45AM 0 0 0 0 0 0 0 1 0 0 0 6 0 0 0 2
7:45AM-8:00 AM 0 0 0 0 0 0 0 13 0 0 0 12 0 0 0 4
8:00AM-8:15 AM 0 0 0 3 0 0 0 7 0 0 0 7 0 0 0 3
8:15AM-8:30 AM 0 0 0 5 0 0 0 4 0 0 0 5 0 0 0 0
8:30AM- 8:45AM 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 1
8:45AM- 9:00AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2
TOTAL 0 o o 23 o o o 27 o o o 35 o o o 24
Time 4:00PM- 4:15PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2
4:15PM- 4:30PM 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1
4:30PM- 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45PM- 5:00PM 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 3
5:00PM- 5:15PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0
5:15PM- 5:30PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
5:30PM- 5:45PM 0 0 0 0 0 0 0 2 0 0 0 4 0 0 1 2
5:45PM- 6:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 o o 3 o o o 4 o o o 9 o o 1 8
7 - 8:30 0 0 0 8 0 0 0 25 0 0 0 30 0 0 0 9
4: - 0 0 0 2 0 0 0 3 0 0 0 7 0 0 1 5
Sorensen Ave
Peds <>
r- T 0 I 72 | PM 0 0 0
PeakT 1 I 17 I AM 0 0 0 8 Peds
AM PM <> to
Smoot Ave 0 0 ‘ ® _ o 0 SmootAve 1,g
>Z 1, ('DD. (D
A
V I;I‘ 00O Peds<>
25 0 0 0 AM
Sorensen Ave Page2 of 3
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION N/S STREET

COUNTY E/W STREET

COLLECTION DATE WEATHER

CYCLE TIME N/A CONTROL TYPE
Turning Movement Report
Smoot Ave @ Sorensen Ave
Fresno
Thursday, December 11, 2025
Sorensen Ave / Sorensen Ave
Smoot Ave / Smoot Ave
Clear
All-way Stop

COMMENTS

Page 3 of 3 ends

LOCATION
COUNTY

COLLECTION DATE

CYCLE TIME
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax www.metrotrafficdata.com
Smoot Ave @ Sorensen Ave
Fresno Thursday, December 11, 2025 N/A
dOLS
—<> MNISTOP dOlS
Turning Movement Report

NIS STREET

EIW STREET

WEATHER

CONTROL TYPE

COMMENTS
4}-
Prepared For: Peters Engineering Group
862 Pollasky Ave Clovis,CA 93612
Sorensen Ave / Sorensen Ave Smoot Ave / Smoot Ave Clear All-way Stop

Page 3 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 12 14 0 3 0 0 41 0 4 0 1 0 3 0 0 0 0 0 0 7:15 AM - 7:30 AM 0 8 26 0 3 0 0 32 3 5 0 1 0 3 0 0 0 0 0 0 7:30 AM - 7:45 AM 0 17 37 0 5 0 0 103 8 4 0 8 0 39 0 0 0 0 0 0 7:45 AM - 8:00 AM 0 40 65 0 2 0 0 113 13 6 0 10 0 48 0 0 0 0 0 0 8:00 AM - 8:15 AM 0 70 48 0 5 0 0 70 7 2 0 6 0 18 0 0 0 0 0 0 8:15 AM - 8:30 AM 0 19 31 0 3 0 0 34 4 5 0 4 0 6 0 0 0 0 0 0 8:30 AM - 8:45 AM 0 15 24 0 0 0 0 26 3 1 0 1 0 4 0 0 0 0 0 0 8:45 AM - 9:00 AM 0 12 24 0 3 0 0 41 2 3 0 2 0 7 0 0 0 0 0 0 TOTAL 0 193 269 0 24 0 0 460 40 30 0 2 0 8 0 0 0 0 0 0
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 22 77 0 6 0 0 88 8 2 0 5 0 16 0 0 0 0 0 0 4:15 PM - 4:30 PM 0 35 68 0 2 0 0 78 6 3 0 2 0 11 0 0 0 0 0 0 4:30 PM - 4:45 PM 0 34 71 0 4 0 0 70 5 3 0 4 0 19 0 0 0 0 0 0 4:45 PM - 5:00 PM 0 32 57 0 2 0 0 73 10 1 0 0 0 23 0 0 0 0 0 0 5:00 PM - 5:15 PM 0 39 75 0 2 0 0 80 2 1 0 3 0 20 0 0 0 0 0 0 5:15 PM - 5:30 PM 0 32 61 0 5 0 0 79 4 1 0 4 0 16 0 0 0 0 0 0 5:30 PM - 5:45 PM 0 39 52 0 2 0 0 62 10 1 0 4 0 22 0 0 0 0 0 0 5:45 PM - 6:00 PM 0 21 59 0 2 0 0 65 3 4 0 1 0 13 0 0 0 0 0 0 TOTAL 0 254 520 0 25 0 0 595 48 16 0 23 0 140 0 0 0 0 0 0 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:30 AM - 8:30 AM 0 146 181 0 15 0 0 320 32 17 0 28 0 111 0 0 0 0 0 0 4:15 PM - 5:15 PM 0 140 271 0 10 0 0 301 23 8 0 9 0 73 0 0 0 0 0 0 PHF Trucks PHF
AM 0.734 4.7% PM 23 301 0 0 0.964
PM 0.933 2.2% AM 32 320 0 0 0.698
PHF 0.891 0.5
AM PM
0 0 0 0
9 28 0 0
0 0 0 0
73 111 0 0
PM AM
PHF
##### ##### PHF

0.693 0 146 181 0 AM

0.901 0 140 271 0 PM
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound

Page 1 of 3 ends

Northbound Westbound
Smoot Ave
Derrick Ave
Derrick Ave
Turning Movement Report
Smoot Ave @ Derrick Ave
Fresno
Thursday, December 11, 2025 Clear

36.7553
-120.3867 LOCATION

COUNTY COLLECTION DATE
imt 7m0AM-7fl5AM
7fl5AM-730AM
730AM-7M5AM
7M5AM-8m0AM
BmOAM-SHSAM
8fl5AM-830AM
830AM-8M5AM
8M5AM-9mOAM
TOTAL
fime
4m0PM-4n5PM
4fl5PM-430PM
430FM-4M5PM
4M5PM-5mOPM
5m0PM-5n5PM
5fl5PM-530PM
530FM-5M5PM
5m5PM-6m0PM
TOTAL

PEAK HOUR
7:30 - OOOOOOOOO U-Tur
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax www.metrotrafficdata.com Smoot Ave @ Derrick Ave
Fresno
Thursday, December 11, 2025
3 OOOOOOOOO (DOOOU'INU'ICDCD
N
hOOOOOOOOO

LATITUDE

LONGITUDE WEATHER
o 41 o 4 o o 32 3 5 o o 103 8 4 o o 113 13 6 o 0 7o 7 2 o o 34 4 5 o o 26 3 1 o o 41 2 3 o o 460 40 30 0 Turning Movement Report
Prepared For: Peters Engineering Group
862 Pollasky Ave Clovis, CA 93612

36.7553
-120.3867 Clear
1 0 3 O O O O 0 0
1 0 3 O O O O O 0
8 0 39 O O O O 0 0 10 0 48 O O O O 0 0 6 0 18 O O O O 0 0 4 0 6 O O O O 0 0
1 0 4 O O O O 0 0 2 0 7 O O O O 0 0 2 0 8 0 0 0 0 0 0
0 00000000 0.734

0.933

4.7%

2.2%
a OOOOOOOOO
N0| OOOOOOOOO 'U“H
Smoot Ave 0
O 88 8 2 0 O 78 6 3 0
0 7O 5 3 0 O 73 1O 1 0 O 80 2 1 0 O 79 4 1 0 O 62 1O 1 0 O 65 3 4 0 0 595 48 16 0
5 0 16 O O O O 0 0 2 0 11 O O O O 0 0
4 0 19 O O O O 0 0 0 0 23 O O O O 0 0 3 0 20 O O O O 0 0 4 0 16 0 0 0 0 0 0
4 0 22 O O O O 0 0 1 0 13 O O O O 0 0 23 0 140 0 0 0 0 0 0 O 320 32 17 0 28 0 111 0 0 0 0 0 0
0 301 23 8 0 9 0 73 0 0 0 0 0 0
DerrickAve PHF
PM 23 301 0 0 - AM 32 320 0 0 O.698|

0.5 AM PM op t.| o o
28 P _| o o o P North r| o o
111h c o 0
AM
##5## PHF P_HF —

0.693 146 181 0 AM
0 140 271 0 PM
DerrickAve

Page 1 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
8:00 AM - 8:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
8:15 AM - 8:30 AM 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 1
8:45 AM - 9:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 7 0 0 0 1 0 1 0 0 0 0 0 34
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 4
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0 0 0 2 0 0 0 1 0 1 0 0 0 0 0 32
4:15 PM - 5:15 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2
Bikes Peds Peds <>
AM Peak Total 1 35 PM 0 0 0 2
PM Peak Total 0 4 AM 0 0 0 2 Peds <>
2 32
AM PM
0 0 0 0
0 1 0 0
0 0 0 0
PM AM
Peds <>
0 0
Peds <>
1 0 0 0 AM
0 0 0 0 PM
Turning Movement Report
Smoot Ave @ Derrick Ave 36.7553
Fresno -120.3867
Thursday, December 11, 2025 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
Derrick Ave
Smoot Ave 0
Derrick Ave Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes

LOCATION
COUNTY

COLLECTION DATE
7 Time
7:00 AM - 7:15 AM
7:15 AM - 7:30 AM
7:30 AM - 7:45 AM
7:45 AM - 8:00 AM
8:00 AM - 8:15 AM
8:15 AM - 8:30 AM
8:30 AM - 8:45 AM
8:45 AM - 9:00 AM
TOTAL
fime 4m0PM-4H5PM
4H5PM-430PM
430FM-4M5PM
4m5PM-5m0PM
5m0PM-5H5PM
5fl5PM-530PM
530FM-5M5PM
5m5PM-6m0PM
TOTAL

PEAK HOUR
7 - 8:30
4:1 -
Peak T
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0
0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 1
0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
o o o 7 o o o 1 o 1 o o o o o 34
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o o o 2 o o o o o o o o o o o 4
0 0 0 2 0 0 0 1 0 1 0 0 0 0 0 32
0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2
Derrick Ave
Peds <> 1 I 35 | PM 0 0 0 l o |4—I AM o o o | 2
— A — — V4'; 32 A 3 AM PM
0 0 I; L 0 0 SmootAve 0 1 ‘ ® _ 0 0 Q
Nonh ° 0 I1 1- ° °
PM AM 0 fl 0 %
Peds <> _ a
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax www.metrotrafficdata.com
Smoot Ave @ Derrick Ave LATITUDE
Fresno LONGITUDE
Thursday, December 11, 2025 WEATHER
0 0 0 Derrick Ave
Prepared For:

36.7553
-120.3867 Clear
Turning Movement Report
Peters Engineering Group
862 Pollasky Ave Clovis,CA 93612
|

Page 2 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION N/S STREET

COUNTY E/W STREET

COLLECTION DATE WEATHER

CYCLE TIME CONTROL TYPE
/ Smoot Ave
Clear
One-way Stop

COMMENTS

Page 3 of 3 ends

N/A
Turning Movement Report
Smoot Ave @ Derrick Ave
Fresno
Thursday, December 11, 2025
LOCATION Derrick Ave / Derrick Ave
COUNTY

COLLECTION DATE

CYCLE TIME
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax www.metrotrafficdata.com
Smoot Ave @ Derrick Ave
Fresno Thursday, December 11, 2025 N/A
H
Turning Movement Report

NIS STREET

EIW STREET

WEATHER

CONTROL TYPE

COMMENTS
Prepared For: Peters Engineering Group
862 Pollasky Ave Clovis,CA 93612
Derrick Ave / Derrick Ave
/ Smoot Ave Clear One-way Stop

Page 3 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 0 0 0 0 0 4 0 1 0 0 0 8 0 4 0 0 13 2 1 7:15 AM - 7:30 AM 0 0 0 0 0 0 7 0 0 0 0 0 5 0 0 0 0 11 0 1 7:30 AM - 7:45 AM 0 0 0 0 0 0 21 0 2 0 0 0 12 0 1 0 0 9 4 4 7:45 AM - 8:00 AM 0 0 0 0 0 0 58 0 1 0 0 3 15 0 4 0 0 5 10 2 8:00 AM - 8:15 AM 0 0 0 0 0 0 5 0 1 0 0 0 7 0 0 0 0 10 13 3 8:15 AM - 8:30 AM 0 0 0 0 0 0 4 0 1 0 0 0 1 0 0 0 0 8 6 1 8:30 AM - 8:45 AM 0 0 0 0 0 0 4 0 0 0 0 0 8 0 2 0 0 10 1 6 8:45 AM - 9:00 AM 0 0 0 0 0 0 3 0 0 0 0 0 5 0 0 0 0 8 2 2 TOTAL 0 0 0 0 0 0 106 0 6 0 0 3 61 0 11 0 0 74 38 20
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 0 0 0 0 0 13 0 3 0 0 2 24 0 0 0 0 11 23 0 4:15 PM - 4:30 PM 0 0 0 0 0 0 13 0 0 0 0 2 23 0 2 0 0 10 21 0 4:30 PM - 4:45 PM 0 0 0 0 0 0 13 0 2 0 0 1 19 0 2 0 0 9 12 1 4:45 PM - 5:00 PM 0 0 0 0 0 0 11 0 1 0 0 3 27 0 4 0 0 14 15 1 5:00 PM - 5:15 PM 0 0 0 0 0 0 18 0 0 0 0 3 15 0 0 0 0 6 11 0 5:15 PM - 5:30 PM 0 0 0 0 0 0 11 0 0 0 0 0 14 0 0 0 0 7 13 0 5:30 PM - 5:45 PM 0 0 0 0 0 0 10 0 1 0 0 1 17 0 1 0 0 13 19 0 5:45 PM - 6:00 PM 0 0 0 0 0 0 7 0 0 0 0 1 23 0 1 0 0 8 11 0 TOTAL 0 0 0 0 0 0 96 0 7 0 0 13 162 0 10 0 0 78 125 2
PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:15 AM - 8:15 AM 0 0 0 0 0 0 91 0 4 0 0 3 39 0 5 0 0 35 27 10 4:00 PM - 5:00 PM 0 0 0 0 0 0 50 0 6 0 0 8 93 0 8 0 0 44 71 2 PHF Trucks PHF
AM 0.541 7.5% PM 6 0 50 0 0.875
PM 0.895 3.7% AM 4 0 91 0 0.403
PHF 0.842 0.583
AM PM
0 0 27 71
8 3 35 44
93 39 0 0
0 0 0 0
PM AM
PHF

0.674 0.846 PHF
##### 0 0 0 0 AM
##### 0 0 0 0 PM
Turning Movement Report
Belmont Ave @ Peach Ave
Fresno
Thursday, December 11, 2025 Clear

36.7493
-120.3896

Page 1 of 3 ends

Belmont Ave
Northbound Westbound
Belmont Ave
Peach Ave
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound

LOCATION

PEAK HOUR
7:15 -
CI OOCD<DOCDCDOO_l 000000000 _| 0.541

0.895 OOOOOOOOO OOOOOOOOO O O 7.5%3.7%
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax www.metrotrafficdata.com Belmont Ave @ Peach Ave
Fresno
Thursday, December 11, 2025 000000000 000000000 000000000 OOOOOOOOO OOOOOOOOO 600000000 '0 1 Belmont Ave 000000000 01 600000000 —\ oo
0 91
0 50
2 0.583
0 0
8 3 93 39 O 0 PM AM 000000000 600000000

LATITUDE

LONGITUDE WEATHER
1 0 0 O 0 0
2 0 0
1 0 0
1 0 0
1 0 0 O 0 0 O 0 0
6 0 0
3 0 0 O 0 0
2 0 0
1 0 0 O 0 0 O 0 0
1 0 0 O 0 0
7 0 0
4 0 0
6 0 0
Peach Ave
6 0 50
4 0 91
Noflh
Turning Movement Report
Prepared For: Peters Engineering Group
862 Pollasky Ave Clovis, CA 93612

36.7493
-120.3896 Clear
0 8 0 4 O O 13 2 1
0 5 0 O O O 11 O 1
0 12 0 1 O O 9 4 4 3 15 0 4 O 0 5 10 2
0 7 0 O O O 10 13 3
0 1 0 O O O 8 6 1
0 8 0 2 O O 10 1 6 0 5 0 O O 0 8 2 2
3 61 0 11 0 0 74 38 20
2 24 0 O O 0 11 23 0 2 23 0 2 O 0 10 21 0 1 19 0 2 O O 9 12 1 3 27 0 4 O 0 14 15 1
3 15 0 O O O 6 11 0 0 14 0 O O O 7 13 0
1 17 0 1 O O 13 19 0 1 23 0 1 O O 8 11 0 13 162 0 10 0 0 78 125 2 3 39 0 5 0 0 35 27 10
EL
-O.403|
0 AM PM t.| 27 71
{lll|35 44
r|0 0 BelmontAve
0 0 06M fig
0 AM
0 PM

Page 1 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:15 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM - 5:00 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0
Bikes Peds Peds <>
AM Peak Total 0 0 PM 0 0 0 2
PM Peak Total 0 2 AM 0 0 0 0 Peds <>
0 0
AM PM
0 0 0 0
0 0 0 0
0 0 0 0
PM AM
Peds <>
0 0
Peds <>
0 0 0 0 AM
0 0 0 0 PM
Westbound Bikes W.Leg
Peds
Peach Ave
Belmont Ave Belmont Ave
0

Page 2 of 3 ends

Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
Belmont Ave @ Peach Ave 36.7493
Fresno -120.3896
Thursday, December 11, 2025 Clear
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax

PEAK HOUR
7:1 - 8:15
4 _
T
Peak T
www.metrotrafficdata.com
LOCATION Belmont Ave @ Peach Ave LATITUDE COUNTY Fresno LONGITUDE Thursday, December 11, 2025 WEATHER
Turning Movement Report
Prepared For: Peters Engineering Group
862 Pollasky Ave Clovis,CA 93612

36.7493
-120.3896 Clear 600000000 600000000 Belmont Ave
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 1 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 1 0 0 0 0 0 0 0
0 0 2 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 1 0 0 0 0 0 0 0
0 0 3 0 0 0 0 0 0 0
0 O 0 0 0 0 0 0 0 0 O 0 2 0 0 0 0 0 0 0
Peach Ave
Peds <> | o | PM o o o l
| 2 I AM o o o o
A _ _ V o 0) A h E V|r AM
001-1 1.0
o 0‘ ® _0
Nonh
o 0
PM AM '1‘ I Peds<> 0
0 E g 0 AM
0 0 0 PM
0 r;
r 600000000 600000000 600000000 600000000 OOOOOOOOO 600000000 600000000 600000000 600000000 000000000 0 Belmont Ave Peds<>

Page 2 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION N/S STREET

COUNTY E/W STREET

COLLECTION DATE WEATHER

CYCLE TIME N/A CONTROL TYPE
Turning Movement Report
Belmont Ave @ Peach Ave
Fresno
Thursday, December 11, 2025
Peach Ave /
Belmont Ave / Belmont Ave
Clear
One-way Stop

COMMENTS

Page 3 of 3 ends

LOCATION
COUNTY

COLLECTION DATE

CYCLE TIME
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax www.metrotrafficdata.com
Turning Movement Report
Belmont Ave @ Peach Ave NIS STREET
Fresno EIW STREET
Thursday, December 11, 2025 WEATHER

N/A CONTROL TYPE

COMMENTS
dOlS
Noflh
Prepared For: Peters Engineering Group
862 Pollasky Ave Clovis,CA 93612
Peach Ave / Belmont Ave / Belmont Ave Clear One-way Stop

Page 3 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 0 9 2 3 0 17 12 7 3 0 3 8 1 5 0 1 10 18 4 7:15 AM - 7:30 AM 0 1 9 1 2 0 18 13 5 1 0 2 6 3 0 0 2 7 8 1 7:30 AM - 7:45 AM 0 0 6 0 2 0 76 9 5 4 0 5 28 0 1 0 3 13 40 8 7:45 AM - 8:00 AM 0 1 9 10 0 0 121 8 5 4 0 10 62 3 3 0 0 12 46 4 8:00 AM - 8:15 AM 0 1 4 2 0 0 28 22 6 4 0 2 9 1 0 0 5 19 49 8 8:15 AM - 8:30 AM 0 3 9 2 3 0 10 12 4 4 0 2 3 0 0 0 2 8 15 0 8:30 AM - 8:45 AM 0 1 9 0 0 0 11 10 4 1 0 4 6 0 2 0 6 9 11 7 8:45 AM - 9:00 AM 0 1 8 2 1 0 16 8 4 3 0 6 4 2 1 0 2 6 24 3 TOTAL 0 8 63 19 11 0 297 94 40 24 0 34 126 10 12 0 21 84 211 35 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 4 57 23 8 0 44 17 15 3 0 19 25 2 0 0 6 25 32 0 4:15 PM - 4:30 PM 0 4 32 20 3 0 30 19 11 3 0 20 22 2 2 0 3 20 29 0 4:30 PM - 4:45 PM 0 0 30 9 4 0 35 14 10 3 0 17 25 4 2 0 5 17 42 3 4:45 PM - 5:00 PM 0 1 35 13 1 0 41 15 16 1 0 15 25 1 3 0 5 16 23 4 5:00 PM - 5:15 PM 0 0 26 10 4 0 20 18 5 1 0 24 17 1 2 0 14 14 20 1 5:15 PM - 5:30 PM 0 5 31 4 4 0 36 19 2 1 0 8 12 3 0 0 6 7 11 2 5:30 PM - 5:45 PM 0 1 18 14 9 0 31 15 11 1 0 18 16 1 0 0 6 11 22 1 5:45 PM - 6:00 PM 0 2 25 5 3 0 23 13 11 2 0 13 13 0 3 0 2 6 11 0 TOTAL 0 17 254 98 36 0 260 130 81 15 0 134 155 14 12 0 47 116 190 11 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:15 AM - 8:15 AM 0 3 28 13 4 0 243 52 21 13 0 19 105 7 4 0 10 51 143 21 4:00 PM - 5:00 PM 0 9 154 65 16 0 150 65 52 10 0 71 97 9 7 0 19 78 126 7 PHF Trucks PHF
AM 0.605 6.0% PM 52 65 150 0 0.878
PM 0.832 4.5% AM 21 52 243 0 0.59
PHF 0.962 0.437
AM PM
0 0 143 126
71 19 51 78
97 105 10 19
9 7 0 0
PM AM
PHF

0.699 0.871 PHF

0.55 0 3 28 13 AM

0.679 0 9 154 65 PM
Turning Movement Report
Belmont Ave @ Derrick Ave
Fresno
Thursday, December 11, 2025 Clear

36.7493
-120.3868

Page 1 of 3 ends

Belmont Ave
Northbound Westbound
Belmont Ave
Derrick Ave
Derrick Ave
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound

COLLECTION DATE
imt 7m0AM-7fl5AM
7fl5AM-730AM
730AM-7M5AM
7M5AM-8m0AM
BmOAM-SHSAM
8fl5AM-830AM
830AM-8M5AM
8M5AM-9mOAM
TOTAL
fime
4m0PM-4n5PM
4fl5PM-430PM
430FM-4M5PM
4M5PM-5mOPM
5m0PM-5n5PM
5fl5PM-530PM
530FM-5M5PM
5m5PM-6m0PM
TOTAL

PEAK HOUR
7:15 -

LOCATION
COUNTY _| 000000000 ‘F_| 000000000 0.605

0.832 “AAQDAAOAO N—‘U‘lO—‘O-b-b —\ N (O

6.0%

4.5%
Metro Traffic Data Inc. TU rn i ng Movement Report 310 N. Irwin Street - Suite 20 Hanford, CA 93230 Prepared For: Peters Engineering Group 800-975-6938 Phone/Fax 862 Pollasky Ave www.metrotrafficdata.com Clovis, CA 93612 Belmont Ave @ Derrick Ave LATITUDE 36.7493 Fresno LONGITUDE -120.3868 Thursday, December 11, 2025 WEATHER Clear 9 2 3 0 17 12 7 3 0 3 8 1 5 O 1 1O 18 4
9 1 2 0 18 13 5 1 0 2 6 3 O O 2 7 8 1
6 0 2 O 76 9 5 4 0 5 28 0 1 O 3 13 40 8
9 10 0 O 121 8 5 4 0 10 62 3 3 O 0 12 46 4
4 2 O O 28 22 6 4 0 2 9 1 O O 5 19 49 8
9 2 3 0 1O 12 4 4 0 2 3 0 0 0 2 8 15 0
9 0 0 0 11 1O 4 1 0 4 6 0 2 O 6 9 11 7
8 2 1 O 16 8 4 3 0 6 4 2 1 O 2 6 24 3
63 19 11 0 297 94 40 24 0 34 126 10 12 0 21 84 211 35
57 23 8 O 44 17 15 3 0 19 25 2 O O 6 25 32 0 32 20 3 0 3O 19 11 3 0 20 22 2 2 O 3 20 29 0 30 9 4 O 35 14 1O 3 0 17 25 4 2 O 5 17 42 3 35 13 1 O 41 15 16 1 0 15 25 1 3 O 5 16 23 4
26 10 4 O 20 18 5 1 0 24 17 1 2 O 14 14 20 1
31 4 4 O 36 19 2 1 0 8 12 3 O O 6 7 11 2
18 14 9 O 31 15 11 1 0 18 16 1 O O 6 11 22 1
25 5 3 0 23 13 11 2 0 13 13 0 3 O 2 6 11 0 254 98 36 0 260 130 81 15 0 134 155 14 12 0 47 116 190 11 28 13 4 0 243 52 21 13 0 19 105 7 4 0 10 51 143 21
154 65 16 0 150 65 52 10 0 71 97 9 7 0 19 78 126 7
Derrick Ave PHF PM 52 65 150 0 AM 21 52 243 0 0.59 P F 0.437 AM PM o o p L 143 126
71 19 P _ 51 78
BelmontAve 97 105P North r 10 19 BelmontAve
9 7 h c o 0
PM AM 0.699 PHF P_HF
28 13 AM
o 9 154 65 PM
DerrickAve

Page 1 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 2 0 0 0 3 1 0 0 0 0 0 0 3
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 7 0 0 0 0 0 0 0 3 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 8 0 0 0 0 0 0 0 5 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
TOTAL 0 0 0 21 0 0 0 1 0 0 0 8 0 0 0 1
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:15 AM - 8:15 AM 0 0 0 2 0 0 0 3 1 0 0 0 0 0 0 3
4:00 PM - 5:00 PM 0 0 0 21 0 0 0 0 0 0 0 8 0 0 0 0
Bikes Peds Peds <>
AM Peak Total 1 8 PM 0 0 0 21
PM Peak Total 0 29 AM 0 0 0 2 Peds <>
0 3
AM PM
0 1 0 0
0 0 0 0
0 0 0 0
PM AM
Peds <>
0 8
Peds <>
3 0 0 0 AM
0 0 0 0 PM
Westbound Bikes W.Leg
Peds
Derrick Ave
Belmont Ave Belmont Ave
Derrick Ave Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
Belmont Ave @ Derrick Ave 36.7493
Fresno -120.3868
Thursday, December 11, 2025 Clear
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax

PEAK HOUR
7:1 - 8:15
4 _
T
Peak T
www.metrotrafficdata.com
LOCATION Belmont Ave @ Derrick Ave LATITUDE COUNTY Fresno LONGITUDE Thursday, December 11, 2025 WEATHER
Turning Movement Report
Prepared For: Peters Engineering Group
862 Pollasky Ave Clovis,CA 93612

36.7493
-120.3868 Clear 600000000 600000000
Belmont Ave
Peds <> NOOOOOAAO COCO—\O‘IOOV N_\
0 0 0 0 0 0 0
0 0 0 0 1 0 0
0 0 0 1 0 0 0
0 0 0 2 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 3 1 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 1 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 1 0 0 0
0 0 0 3 1 0 0
0 0 0 0 0 0 0
Derrick Ave
Peds <> PM 0 0 0
AM 0 0 0 2 |
3 AM
1 I‘d L 0
0 ‘ ® _ o
Nonh ° l'l '1- °
AM
o Peds <> I 3 | 0 0 0 AM
0 0 0 PM
Derrick Ave 600000000 600000000 600000000 600000000 WOOOONAOO “0000000100 600000000 600000000 600000000 AAOOOOOOO 0 0 0 0 3
8 0 0 0 0
PM
0 0 Belmont Ave
0 A
V
(I)
'0
d) L

Page 2 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION N/S STREET

COUNTY E/W STREET

COLLECTION DATE WEATHER
CYCLE TIME 110 Seconds CONTROL TYPE
Turning Movement Report
Belmont Ave @ Derrick Ave
Fresno
Thursday, December 11, 2025
Derrick Ave / Derrick Ave
Belmont Ave / Belmont Ave
Clear
Signal
COMMENTS All approaches have protected left turns.

Page 3 of 3 ends

LOCATION
COUNTY

COLLECTION DATE

CYCLE TIME
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax www.metrotrafficdata.com
Belmont Ave @ Derrick Ave
Fresno Thursday, December 11, 2025 1 10 Seconds
Turning Movement Report
Prepared For: Peters Engineering Group
862 Pollasky Ave Clovis,CA 93612
NIS STREET DerrickAve/ DerrickAve
EIW STREET BelmontAve/ BelmontAve
WEATHER Clear CONTROL TYPE Signal
COMMENTS All approaches have protectedleftturns.

L
h
#—
Noflh

Page 3 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 26 32 0 4 0 0 49 1 4 0 6 0 14 2 0 0 0 0 0 7:15 AM - 7:30 AM 0 27 51 0 10 0 1 46 7 5 0 6 0 13 1 0 0 0 0 0 7:30 AM - 7:45 AM 0 35 68 0 12 0 0 45 29 6 0 13 1 15 3 0 0 0 0 0 7:45 AM - 8:00 AM 0 68 70 2 10 0 1 44 57 3 0 32 0 17 1 0 0 1 0 0 8:00 AM - 8:15 AM 0 23 30 0 5 1 3 61 14 5 0 36 0 20 2 0 0 0 0 0 8:15 AM - 8:30 AM 0 11 33 0 4 0 0 46 5 6 0 2 1 16 1 0 1 0 0 0 8:30 AM - 8:45 AM 0 13 35 0 9 0 0 35 3 3 0 5 0 9 3 0 0 0 0 0 8:45 AM - 9:00 AM 0 14 39 0 6 0 0 42 2 5 0 2 1 8 0 0 0 0 1 1 TOTAL 0 217 358 2 60 1 5 368 118 37 0 102 3 112 13 0 1 1 1 1 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 25 80 0 1 0 1 56 12 5 0 27 0 40 3 0 0 0 0 0 4:15 PM - 4:30 PM 0 31 93 1 5 0 0 67 14 3 0 17 0 22 1 0 0 0 1 0 4:30 PM - 4:45 PM 0 31 85 1 7 0 1 78 11 4 0 15 0 38 3 0 1 0 1 1 4:45 PM - 5:00 PM 0 21 89 0 5 0 1 59 9 1 0 9 0 37 5 0 0 1 2 2 5:00 PM - 5:15 PM 0 16 64 0 3 0 1 58 10 2 0 16 0 34 2 0 0 0 1 0 5:15 PM - 5:30 PM 0 25 71 0 1 0 1 48 7 2 0 10 0 21 0 0 0 0 1 1 5:30 PM - 5:45 PM 0 21 56 0 0 0 0 55 12 1 0 18 0 27 5 0 0 1 4 1 5:45 PM - 6:00 PM 0 18 51 0 0 0 0 41 6 3 0 17 1 18 4 0 1 0 2 0 TOTAL 0 188 589 2 22 0 5 462 81 21 0 129 1 237 23 0 2 2 12 5 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:15 AM - 8:15 AM 0 153 219 2 37 1 5 196 107 19 0 87 1 65 7 0 0 1 0 0 4:00 PM - 5:00 PM 0 108 347 2 18 0 3 260 46 13 0 68 0 137 12 0 1 1 4 3 PHF Trucks PHF
AM 0.717 7.5% PM 46 260 3 0 0.858
PM 0.932 4.7% AM 107 196 5 1 0.757
PHF 0.765 0.683
AM PM
0 0 0 4
68 87 1 1
0 1 0 1
137 65 0 0
PM AM
PHF

0.25 0.5 PHF

0.668 0 153 219 2 AM

0.914 0 108 347 2 PM
Turning Movement Report
Belmont Ave @ SR 180
Fresno
Thursday, December 11, 2025 Clear

36.7493
-120.3733

Page 1 of 3 ends

Driveway
Northbound Westbound
Belmont Ave
Oller St
San Benito Ave
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
Metro Traffic Data Inc. TU rn i ng Movement Report 310 N. Irwin Street - Suite 20 . I Hanford, CA 93230 Prepared For: ' ' ' ' Peters Engineering Group 800-975-6938 Phone/Fax 862 Pollasky Ave www.metrotrafficdata.com Clovis, CA 93612 LOCATION Belmont Ave @ SR 180 LATITUDE 36.7493 COUNTY Fresno LONGITUDE -120.3733 COLLECTION DATE Thursday, December 11, 2025 WEATHER Clear imt 7:00 AM - 7:15 AM 0 26 32 0 4 0 0 49 1 4 0 6 0 14 2 O O O 0 0 7:15AM -7:30 AM 0 27 51 0 1O 0 1 46 5 0 6 0 13 1 O O O 0 0 7:30 AM - 7:45 AM 0 35 68 0 12 0 O 45 29 6 0 13 1 15 3 O O O 0 0 7:45 AM - 8:00 AM 0 68 70 2 10 0 1 44 57 3 0 32 0 17 1 O O 1 0 0 8:00AM -8:15 AM 0 23 30 0 5 1 3 61 14 5 0 36 0 20 2 O O O 0 0 8:15AM -8:30 AM 0 11 33 0 4 O O 46 5 6 0 2 1 16 1 O 1 O 0 0 8:30 AM - 8:45 AM 0 13 35 0 9 0 0 35 3 3 0 5 0 9 3 O O O 0 0 8:45 AM - 9:00 AM 0 14 39 0 6 0 0 42 2 5 0 2 1 8 O O O O 1 1 TOTAL 0 217 358 2 60 1 5 368 118 37 0 102 3 112 13 0 1 1 1 1 Time _ 4:00PM- 4:15PM o 25 80 o 1 o 1 56 12 5 o 27 0 4o 3 o o o o o 4:15PM- 4:30PM o 31 93 1 5 o o 67 14 3 o 17 o 22 1 o o o 1 o 4:30PM- 4:45PM o 31 85 1 7 o 1 78 11 4 o 15 o 38 3 o 1 o 1 1 4:45PM- 5:00PM o 21 89 o 5 o 1 59 9 1 o 9 o 37 5 o o 1 2 2 5:00PM- 5:15PM o 16 64 o 3 o 1 58 1o 2 o 16 o 34 2 o o o 1 o 5:15PM- 5:30PM o 25 71 o 1 o 1 48 7 2 o 10 o 21 o o o o 1 1 5:30PM- 5:45PM o 21 56 o o o o 55 12 1 o 18 o 27 5 o o 1 4 1 5:45PM- 6:00PM o 18 51 o o o o 41 6 3 o 17 1 18 4 o 1 o 2 0 TOTAL 0 188 589 2 22 o 5 462 81 21 o 129 1 237 23 o 2 2 12 5 l— PEAKHOUR —
7:15 - o 153 219 2 37 1 5 196 107 19 o 87 1 65 7 o o 1 o o o 108 347 2 18 o 3 260 46 13 o 68 o 137 12 o 1 1 4 3
Oller St PHF

0.717 7.5% PM 46 260 3 0 .

0.932 4.7% AM 107 196 5 1 0.757 ;
Belmont Ave 0 1 P North r| 0 1 Driveway

PM AM I
q r 0.25 E
E fl___

0.668 0 153 219 2 AM
0 108 347 2 PM
San Benito Ave

Page 1 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 17 0 0 0 0
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:15 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0
4:00 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Bikes Peds Peds <>
AM Peak Total 0 10 PM 0 0 0 0
PM Peak Total 0 0 AM 0 0 0 0 Peds <>
0 0
AM PM
0 0 0 0
0 0 0 0
0 0 0 0
PM AM
Peds <>
10 0
Peds <>
0 0 0 0 AM
0 0 0 0 PM
Westbound Bikes W.Leg
Peds
Oller St
Belmont Ave Driveway
San Benito Ave Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
Belmont Ave @ SR 180 36.7493
Fresno -120.3733
Thursday, December 11, 2025 Clear
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax

PEAK HOUR
7:1 - 8:15
4 _
T
Peak T

LOCATION
COUNTY
www.metrotrafficdata.com
Belmont Ave @ SR 180
Fresno Thursday, December 11, 2025
Turning Movement Report

LATITUDE

LONGITUDE

WEATHER
Prepared For:

36.7493
-120.3733 Clear
Peters Engineering Group
862 Pollasky Ave Clovis,CA 93612 600000000 600000000
Belmont Ave
Peds <> 0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
PM
AM
0 0 OOOOOOOOO OOOOOOOOO0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
o o
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
o o
0 0 0
0 0 0
Oller St
0 0 0
0 0 0
San Benito Ave OOOOOOOOO OOOOOOOOO Peds <> OOOOOOOOO OOOOOOOOO AM OO‘IO‘IONOOO
AN AOOO—‘OOOO 10 Peds<> 600000000 600000000 600000000 600000000 Driveway 600000000 600000000 OOOOOOOOO 000000000

Page 2 of 3 ends

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Peters Engineering Group
800-975-6938 Phone/Fax 862 Pollasky Ave
www.metrotrafficdata.com Clovis, CA 93612

LOCATION N/S STREET

COUNTY E/W STREET

COLLECTION DATE WEATHER

CYCLE TIME N/A CONTROL TYPE
Turning Movement Report
Belmont Ave @ SR 180
Fresno
Thursday, December 11, 2025
Oller St / San Benito Ave
Driveway / Belmont Ave
Clear
One-way Stop

COMMENTS

Page 3 of 3 ends

LOCATION
COUNTY

COLLECTION DATE

CYCLE TIME
Metro Traffic Data Inc. 310 N. Irwin Street - Suite 20 Hanford, CA 93230 800-975-6938 Phone/Fax www.metrotrafficdata.com
Belmont Ave @ SR 180
Fresno Thursday, December 11, 2025 N/A
Turning Movement Report

NIS STREET

EIW STREET

WEATHER

CONTROL TYPE

COMMENTS
Prepared For: Peters Engineering Group
862 Pollasky Ave Clovis,CA 93612
Oller St / San Benito Ave Driveway / Belmont Ave Clear One-way Stop

Page 3 of 3 ends

TRAFFIC STUDY – PROPOSED RESIDENTIAL DEVELOPMENT

APPENDIX C

FRESNO COUNTY TRAVEL MODEL
TRAFFICSTUDY — PROPOSEDRESIDENTIALDEVELOPMENT

APPENDIX C

FRESNO COUNTY TRAVEL MODEL

PETERS ENGINEERING GROUP

A CALIFORNIA CORPORATION
Licensed to Peters Engineering
AM and PM Peak-Hour Traffic Volumes
2024 Fresno County Travel Model
310
64 106
249
184
156
122
169
3 7
5 2
8 8
51 14
3 4
0 8
1 3
8 6
1 2
4 3
212
35 7
1 2
71 4
4 0
9 48
39 94
111
118
86 102
188
173
136
28 51
50 47
7 24
21 14
103
19 42
101 2
3 6
4 84
116
165
130
4 1
1 3
81 164
173
119
0 0
0 0
9 12
15 15
8 19
23 14
0 0
0 0
191
43 70
159
19 0
0 0
0 5
3 7
51 80
51 438
350
80 SR 33
SR 33 70
345
301
103
87 96
78 639
245
205
SR 33
SR 33
154
172
440
82 7TH
7TH
29 312
250
323
354
SR 180
SR 180
299
332
432
345
299
332
432
345
312
250
323
35 62
4 189
249
96 9TH
9TH
389
417
486
440
SR 180
SR 180
38 41
4 7
44 S
0 SR 180
367
127
349
728
593
464
728
349
464
593
71 370
318
99 Belmont
Belmont
70 345
301
103
51 438
350
80 SR 33
SR 33
51 438
350
80 87
96 87
170
167
96 87
170
167
96 Belmont
Belmont
78 0
0 0
0 S
moot
S
moot
78 639
245
205
29 545
127
166
SR 33
SR 33
361
349
336
593
0 0
0 0
2ND
2ND
361
349
336
593
284
359
322
542
88 178
178
100
88 178
178
100
284
359
322
542
101
60 317
10 7TH
7TH
284
359
322
542
312
250
323
354
62 96
62 96
347
409
431
380
SR 33
SR 33
0 0
0 0
S
moot
S
moot
154
172
440
82 7TH
7TH
154
172
440
82 7TH
7TH
154
172
440
82 7TH
7TH
154
172
440
82 7TH
7TH
87 170
167
96 Belmont
Belmont
389
418
486
440
SR 180
SR 180
101
60 317
10 7TH
7TH
0 0
0 0
Marie
Marie
0 0
0 0
Marie
Marie
7 24
21 14
Marie
Marie
7 24
21 14
Marie
Marie
62 189
249
96 9TH
9TH
0 0
0 0
Marie
Marie
62 96
18 52
113
29 18
52 113
29 Airport
Airport
55 20
32 119
Inez
Inez
55 20
32 0
0 0
0 Marie
Marie
75 517
340
159
Bass
Bass
24 7
14 21
7 24
21 14
Marie
Marie
24 7
14 21
68 472
300
138
Bass
Bass
24 7
14 21
23 7
13 20
2ND
2ND
24 76
57 23
7 13
20 18
160
59 46
Inez
Inez
18 59
46 55
20 32
119
Inez
Inez
55 20
32 119
Inez
Inez
55 2
3 0
2 55
2 3
0 2
119
71 370
318
99 0
0 0
0 Belmont
Belmont
71 370
318
99 Belmont
Belmont
0 0
0 0
Amador
Amador
@UDED® Belmont 99 370 71 318 Belmont 70%03; a? 9 6‘Y9?) ’90)} Bass 0" 159 -h \l 00 U1 0 N -|> LO h 00 CO 00 V 00 ’3 CO ‘831,993 [\N 0 N co 0 4) \— OO \ 7 Sex {9 0°)0:) ‘3.) t’ 29%? '<T: oo/Q @6,. 5‘ 5‘ 0 ’0
Q Q
Belmont I, ,\ (”Jug«’8‘ Belmont 99 99 103103«6&6? «‘5 96 370 Av.» 370 /345345 b?‘23I70 170 170 71 «2 71 70 0'50 97087 ‘_ 87 «V87 o 318 /9318 301923? L03 167 167 ‘167 178 178 ‘5, 0 Belmont «6 g 5 Belmont Belmont 6‘ ‘83 Q ’9‘ \ or) or) m o / V ’9 6‘ X9 00 oo ‘_ o or) 7c? 77 \6‘ / n: (I) 00 2 Lo 5‘3 a) 0: 0 “963 Q?0 6‘ 76, & 4’70‘90 0') 0') ooo oo ‘_ o oo %00or) LO vmmg
0 0o
m 0 ’71) 2024 Fresno County Travel Model AM and PM Peak-Hour Traffic Volumes Licensed to Peters Engineering Licensed to Peters Engineering
AM and PM Peak-Hour Traffic Volumes
2046 Fresno County Travel Model
402
72 142
334
180
142
146
188
3 6
3 2
6 4
3 5
0 15
7 21
13 17
39 26
155
132
45 55
12 2
4 8
1 4
7 1
6 74
54 94
109
140
92 108
223
206
153
33 48
52 50
11 39
37 17
82 18
31 69 2
4 11
3 91
134
172
125
3 1
2 3
91 170
182
124
0 0
0 0
8 10
10 12
6 18
23 17
0 0
0 0
206
41 71
176
19 0
0 0
0 6
3 6
49 83
49 437
369
83 SR 33
SR 33
99 71
350
301
117
94 74
593
287
221
SR 33
SR 33
156
243
460
97 7TH
7TH
28 416
277
369
436
SR 180
SR 180
441
362
430
480
441
362
430
480
416
277
369
43 46
6 150
131
68 9TH
9TH
498
430
518
541
SR 180
SR 180
49 43
5 0
54 S
1 SR 180
303
129
315
547
398
425
547
315
425
398
70 375
317
113
Belmont
Belmont
71 350
301
117
49 437
369
83 SR 33
SR 33
49 437
369
83 94 94
155
160
119
94 155
160
119
Belmont
Belmont
74 0
0 0
0 S
moot
S
moot
74 593
287
221
28 495
144
168
SR 33
SR 33
608
391
428
839
95 384
462
152
2ND
2ND
608
391
428
839
481
379
391
749
92 163
167
123
92 163
167
123
481
379
391
749
98 121
331
23 7TH
7TH
481
379
391
749
416
277
369
436
46 68
46 68
382
420
458
427
SR 33
SR 33
0 0
0 0
S
moot
S
moot
0 0
0 0
S
moot
S
moot
156
243
460
97 7TH
7TH
156
243
460
97 7TH
7TH
156
243
460
97 7TH
7TH
156
243
460
97 7TH
7TH
94 155
160
119
Belmont
Belmont
498
430
518
541
SR 180
SR 180
98 121
331
23 7TH
7TH
0 0
0 0
Marie
Marie
0 0
0 0
Marie
Marie
11 39
37 17
Marie
Marie
11 39
37 17
Marie
Marie
46 150
131
68 9TH
9TH
0 0
0 0
Marie
Marie
46 68
8 3
1 6
1 8
3 1
6 1
Airport
Airport
12 6
9 21
Inez
Inez
12 6
9 21
0 0
0 0
Marie
Marie
17 287
80 75
Bass
Bass
95 384
462
152
2ND
2ND
90 11
39 37
17 Marie
Marie
90 16
261
79 67
Bass
Bass
90 5
1 5
77 265
85 2ND
2ND
55 85
14 51
37 36
Inez
Inez
14 51
37 36
12 6
9 21
Inez
Inez
12 6
9 21
Inez
Inez
12 6
9 21
12 6
9 21
70 375
317
113
0 0
1 1
Belmont
Belmont
70 375
317
113
Belmont
Belmont
0 0
0 0
Amador
Amador
m.
2%
2%
b
so
aa
Q o
waxwe
v Qgmama \ av
6 e; Vb
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94 Mmmmm mm mm
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0 ‘5‘ Eu
w
mm mm
1 & /
e%&% B
an
W @A: 1 3
3 0 oo \ w r\ A”) 113 375 70 317 Belmont Belmont Belmont 113 375 70 317 Belmont 2046 Fresno County Travel Model AM and PM Peak-Hour Traffic Volumes @UDED® Licensed to Peters Engineering TRAFFIC STUDY – PROPOSED RESIDENTIAL DEVELOPMENT

APPENDIX D

INTERSECTION ANALYSIS SHEETS
TRAFFICSTUDY — PROPOSEDRESIDENTIALDEVELOPMENT

APPENDIX D

INTERSECTION ANALYSIS SHEETS

PETERS ENGINEERING GROUP

A CALIFORNIA CORPORATION
TRAFFIC STUDY – PROPOSED RESIDENTIAL DEVELOPMENT
Operational Analyses
TRAFFICSTUDY — PROPOSEDRESIDENTIALDEVELOPMENT
Operational Analyses

PETERS ENGINEERING GROUP

A CALIFORNIA CORPORATION

SITE LAYOUT
Site: 101 [Oller and Derrick AM Existing (Site Folder: Oller and Derrick)]
Oller and Derrick AM Existing
Site Category: (None)
Roundabout
Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.

SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: PETERS ENGINEERING GROUP | Licence: PLUS / 1PC | Created: Friday, February 13, 2026 1:57:18 PM Project: S:\2025\25-040\Analysis\Sidra\Oller - Derrick.sip9

SITE LAYOUT
W Site: 101 [Oller and Derrick AM Existing (Site Folder: Oller and Derrick)]
Oller and Derrick AM Existing
Site Category: (None)
Roundabout
Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.

LANE SUMMARY
Site: 101 [Oller and Derrick AM Existing (Site Folder: Oller and Derrick)]
Oller and Derrick AM Existing
Site Category: (None)
Roundabout
Lane Use and Performance
DEMAND
FLOWS
95% BACK OF
Cap. QUEUE
Deg.

Satn
Lane
Util.

Aver.

Delay
Level of
Service
Lane
Config
Lane
Length
Cap.

Adj.

Prob.

Block.
[ Total HV ] [ Veh Dist ]
veh/h % veh/h v/c % sec ft ft % %
SouthEast: Oller St (SR 180)
Lane 1d 568 5.0 1012 0.562 100 7.0 LOS A 4.5 116.3 Full 1600 0.0 0.0 Approach 568 5.0 0.562 7.0 LOS A 4.5 116.3
NorthEast: Private Dr
Lane 1d 4 5.0 557 0.007 100 8.8 LOS A 0.0 1.1 Full 60 0.0 0.0 Approach 4 5.0 0.007 8.8 LOS A 0.0 1.1
NorthWest: Derrick Ave (SR 33)
Lane 1d 945 5.0 1305 0.724 100 5.5 LOS A 9.0 234.8 Full 1600 0.0 0.0 Approach 945 5.0 0.724 5.5 LOS A 9.0 234.8
SouthWest: Derrick Ave (SR 33)
Lane 1d 207 5.0 754 0.274 100 13.0 LOS B 1.7 43.0 Full 1600 0.0 0.0 Approach 207 5.0 0.274 13.0 LOS B 1.7 43.0
Intersection 1724 5.0 0.724 6.9 LOS A 9.0 234.8
Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab).

Roundabout LOS Method: Same as Sign Control.

Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane.

LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection).

Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6).

Roundabout Capacity Model: SIDRA Standard.

Delay Model: SIDRA Standard (Geometric Delay is included).

Queue Model: HCM Queue Formula.

Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).

HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach
Approach Lane Flows (veh/h)
SouthEast: Oller St (SR 180)
Mov. L2 T1 R2 Total %HV
Cap.
veh/h
Deg.

Satn
v/c
Lane
Util.
%
Prob.

SL Ov.
%
Ov.

Lane
No.

From SE
To Exit: SW NW NE
Lane 1 76 491 1 568 5.0 1012 0.562 100 NA NA
Approach 76 491 1 568 5.0 0.562
NorthEast: Private Dr
Mov. L2 T1 R2 Total %HV
Cap.
veh/h
Deg.

Satn
v/c
Lane
Util.
%
Prob.

SL Ov.
%
Ov.

Lane
No.

From NE
To Exit: SE SW NW
Lane 1 1 1 1 4 5.0 557 0.007 100 NA NA

LANE SUMMARY
W Site: 101 [Oller and Derrick AM Existing (Site Folder: Oller and Derrick)]
Oller and Derrick AM Existing
Site Category: (None)
Roundabout
SouthEast: Oller St (SR 180)
Lane 1OI 568 5.0 1012 0.562 100 7.0 LOS A 4.5 116.3 Full 1600 0.0 0.0 Approach 568 5.0 0.562 7.0 LOS A 4.5 116.3
NorthEast: Private Dr (
Lane 1OI 4 5.0 557 0.007 100 8.8 LOS A 0.0 1.1 Full 60 0.0 0.0 Approach 4 5.0 0.007 8.8 LOS A 0.0 1.1
NorthWest: Derrick Ave (SR 33) (‘
Lane 1OI 945 5.0 1305 0.724 100 5.5 LOS A 9.0 234.8 Full 1600 0.0 0.0 Approach 945 5.0 0.724 5.5 LOS A 9.0 234.8
SouthWest:DerrickAve(SR33) (‘
Lane 1OI 207 5.0 754 0.274 100 13.0 LOS B 1.7 43.0 Full 1600 0.0 0.0 Approach 207 5.0 0.274 13.0 LOS B 1.7 43.0
Intersection 1724 5.0 0.724 6.9 LOS A 9.0 234.8 B
Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab).

Roundabout LOS Method: Same as Sign Control.

Lane LOS values are based on average delay and WCratio (degree of saturation) per lane.

LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection).

Intersection and Approach LOS values are based on average delay for all lanes (Wenot used as specified in HCM 6).

Roundabout Capacity Model: SIDRA Standard.

Delay Model: SIDRA Standard (Geometric Delay is included).

Queue Model: HCM Queue Formula.

Gap-Acceptance Capacity: SIDRA Standard (Akgelik M3D).

HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach —SouthEast: Oller St (SR 180) Lane1 76 491 1 568 5.0 1012 0.562 100 NA NA |
Approach 76 491 1 568 5.0 0.562
NorthEast: Private Dr
|Lane1 1 1 1 4 5.0 557 0.007 100 NA NA
Approach 1 1 1 4 5.0 0.007
NorthWest: Derrick Ave (SR 33)
Mov. U L2 T1 R2 Total %HV
Cap.
veh/h
Deg.

Satn
v/c
Lane
Util.
%
Prob.

SL Ov.
%
Ov.

Lane
No.

From NW
To Exit: NW NE SE SW
Lane 1 62 1 455 426 945 5.0 1305 0.724 100 NA NA
Approach 62 1 455 426 945 5.0 0.724
SouthWest: Derrick Ave (SR 33)
Mov. U L2 T1 R2 Total %HV
Cap.
veh/h
Deg.

Satn
v/c
Lane
Util.
%
Prob.

SL Ov.
%
Ov.

Lane
No.

From SW
To Exit: SW NW NE SE
Lane 1 9 182 1 14 207 5.0 754 0.274 100 NA NA
Approach 9 182 1 14 207 5.0 0.274
Total %HV Deg.Satn (v/c)
Intersection 1724 5.0 0.724
Lane flow rates given in this report are based on the arrival flow rates subject to upstream capacity constraint where applicable.

Merge Analysis
Exit
Lane
Number
Short
Lane
Length
Percent
Opng in
Lane
Opposing
Flow Rate
Critical
Gap
Follow-up
Headway
Lane
Flow
Rate
Capacity Deg.

Satn
Min.

Delay
Merge
Delay
ft % veh/h pcu/h sec sec veh/h veh/h v/c sec sec
SouthEast Exit: Oller St (SR 180)
Merge Type: Not Applied
Full Length Lane 1 Merge Analysis not applied.

NorthEast Exit: Private Dr
Merge Type: Not Applied
Full Length Lane 1 Merge Analysis not applied.

NorthWest Exit: Derrick Ave (SR 33)
Merge Type: Not Applied
Full Length Lane 1 Merge Analysis not applied.

SouthWest Exit: Derrick Ave (SR 33)
Merge Type: Not Applied
Full Length Lane 1 Merge Analysis not applied.

SouthEast Exit: Oller St (SR 180)
Merge Type: Not Applied
Full Length Lane 1 Merge Analysis not applied.

NorthEast Exit: Private Dr
Merge Type: Not Applied
Full Length Lane 1 Merge Analysis not applied.

NorthWest Exit: Derrick Ave (SR 33)
Merge Type: Not Applied
Full Length Lane 1 Merge Analysis not applied.

SouthWest Exit: Derrick Ave (SR 33)
Merge Type: Not Applied %
Full Length Lane 1 Merge Analysis not applied.

SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: PETERS ENGINEERING GROUP | Licence: PLUS / 1PC | Processed: Friday, February 13, 2026 1:03:14 PM Project: S:\2025\25-040\Analysis\Sidra\O||er - Derrick.sip9 2: Sorensen Ave & Smoot Ave Existing-AM
HCM 7th AWSC 02/12/2026
Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 10 4 24 35 124 3 30 15 138 38 12
Future Vol, veh/h 6 10 4 24 35 124 3 30 15 138 38 12
Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 8 13 5 32 47 165 4 40 20 184 51 16
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay, s/veh 8.2 9.3 8.2 10.2

HCM LOSA A A B
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 6% 30% 13% 73%
Vol Thru, % 63% 50% 19% 20%
Vol Right, % 31% 20% 68% 6%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 48 20 183 188
LT Vol 3 6 24 138
Through Vol 30 10 35 38
RT Vol 15 4 124 12
Lane Flow Rate 64 27 244 251
Geometry Grp 1111
Degree of Util (X) 0.084 0.037 0.299 0.333
Departure Headway (Hd) 4.738 4.985 4.407 4.788
Convergence, Y/N Yes Yes Yes Yes
Cap 753 715 815 749
Service Time 2.79 3.035 2.439 2.829
HCM Lane V/C Ratio 0.085 0.038 0.299 0.335
HCM Control Delay, s/veh 8.2 8.2 9.3 10.2
HCM Lane LOS AAAB
HCM 95th-tile Q 0.3 0.1 1.3 1.5
2: Sorensen Ave & Smoot Ave Existing-AM
HCM 7th AWSC 02/12/2026
IntersectionDelay,s/veh 9.5
‘rsectionLOS A ‘ —LaneConfigurations
Efrc Vol veh/h ‘1 6 10 4 24 35 124 3 30 15 138 38- FutureVol,veh/h 6 1O 4 24 35 124 3 30 15 138 38 12 lk HourFactor ———- HeavyVehicles,% 5 5 5 5 5 5 5 5 5 5 5 5 [mt Flow Wfl2'47—165'4 40— 20:184—51-
Number of Lanes 0 1 O O 1 0 0 1 0 0 1 0 —OpposingApproach WB EB SB NB lbposingLanes 1 - 1 - 1 - 1 - ConflictingApproachLeft SB NB EB WB InflictingLanesLeft — ConflictingApproachRight NB SB WB EB IflictingLanesRight .— HCMControlDelay,s/veh 8.2 9.3 8.2 10.2 lfLOS m —VolLeft,% 6% 30% 13% 73%
'I'hru,% - 63% 50% 19% 20% — VolRight,% 31% 20% 68% 6%
.Control _p Stop Stop St—
TrafficVolby Lane 20 183 188
m —6; 24 18—
ThroughVol 35
.ol —0 4' 248—
LaneFlowRate 64 27 244 ImetryGrp —: 1- 1 2—
reeofUtil(X) 0.084 0.037 0.299 0.333
Max—38 4-985 4-407 4-7—
Convergence,Y/N Yes Yes Yes Yes
—753 715 815 74—
ServiceTime 2.79 3.035 2.439 2.829
m LaneVICRafi—L 00380299 0-3
HCMControlDelay,s/veh 8.2 9.3 10.2
HCM95th-tileQ 0.3 0.1 1.3 1.5
Synchro 12 Report
3: Derrick Ave (SR-33) & Smoot Ave Existing-AM
HCM 7th TWSC 02/12/2026
Synchro 12 Report
Intersection
Int Delay, s/veh 4.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 28 111 146 181 320 32
Future Vol, veh/h 28 111 146 181 320 32
Conflicting Peds, #/hr 35 35 35 0 0 35
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 590 0 0 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 5 5 5 5 5 5
Mvmt Flow 37 148 195 241 427 43
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1127 497 504 0 - 0
Stage 1 462 -----
Stage 2 666 -----
Critical Hdwy 6.45 6.25 4.15 - - -
Critical Hdwy Stg 1 5.45 - - - - -
Critical Hdwy Stg 2 5.45 - - - - -
Follow-up Hdwy 3.545 3.345 2.245 - - -
Pot Cap-1 Maneuver 223 567 1045 - - -
Stage 1 628 -----
Stage 2 505 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 168 530 1010 - - -
Mov Cap-2 Maneuver 168 -----
Stage 1 490 -----
Stage 2 489 -----
Approach EB NB SB
HCM Ctrl Dly, s/v 18.02 4.2 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1010 - 168 530 - -
HCM Lane V/C Ratio 0.193 - 0.222 0.279 - -
HCM Ctrl Dly (s/v) 9.4 - 32.4 14.4 - -
HCM Lane LOS A - D B - -
HCM 95th %tile Q(veh) 0.7 - 0.8 1.1 - -
3: Derrick Ave (SR-33) & Smoot Ave Existing-AM
HCM 7th TWSC 02/12/2026
Int Delay,s/veh 4.7
LaneConfigurations‘l'i i‘If ‘lfi 1|- + if
'6fficV0Lveh/h28 111 146181320 32 — FutureVol,veh/h 28 111 146 181 320 32 InflictingPeds.#/hr 35 35 35 0 0 — SignControl Stop Stop Free Free Free Free IChannelized aflon_
StorageLength 590 O O - - O
m inMedianStorage_
Grade,% O - - 0 O - ‘Hour Facto: — HeavyVehicles,% 5 5 5 5 5 5 IWFIOW W 148 '195‘241 427 _
ConflictingFlow All 1127 497 504 O - 0
I Stage1 462 — - - — StageZ 666 - - - - - [cal Hdwy 6.4.?6.2— CriticalHdwyStg1 5.45 - - - - _
lcaIHdWStgz 5-45 -— Follow-upHdwy 3.545 3.345 2.245 - - - ICap-1Maneuver 23.56— Stage1 628 - - - - - I Stage2 50—
Platoonblocked,% - _ _
.Cap-1Maneuver
MovCap-2Maneuver 168 - — - - _
'Stage 1 _
Stage2 489 - - - - -
CtrlDly,S/V 18.02 4.2 0

HCMLOS C
I
lapacity(veh/h) 1010 - 168530 - -
HCMLaneV/CRatio 0.193 - 0.222 0.279 - - KM Ct” D'Y(SN) _.__9-4 ' 32-4 144— HCMLaneLOS A - D B - -
Synchro 12 Report
5: Belmont Ave & Derrick Ave (SR-33) Existing-AM
HCM 7th Signalized Intersection Summary 02/12/2026
Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 105 7 10 51 143 3 28 13 243 52 21 Future Volume (veh/h) 19 105 7 10 51 143 3 28 13 243 52 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 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 Adj(A_pbT) 1.00 0.95 1.00 0.97 1.00 0.93 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1811 1811 1811 1811 1811 1811 1811 1811 1811 1811 1811 1811 Adj Flow Rate, veh/h 27 150 9 14 73 161 4 40 13 347 74 10 Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Percent Heavy Veh, % 6 6 6 6 6 6 6 6 6 6 6 6
Cap, veh/h 55 677 40 31 330 285 9 257 203 435 704 583
Arrive On Green 0.03 0.21 0.21 0.02 0.19 0.19 0.01 0.14 0.14 0.25 0.39 0.39 Sat Flow, veh/h 1725 3288 195 1725 1721 1484 1725 1811 1432 1725 1811 1500 Grp Volume(v), veh/h 27 78 81 14 73 161 4 40 13 347 74 10 Grp Sat Flow(s),veh/h/ln 1725 1721 1763 1725 1721 1484 1725 1811 1432 1725 1811 1500 Q Serve(g_s), s 0.7 1.8 1.8 0.4 1.7 4.6 0.1 0.9 0.4 8.8 1.2 0.2 Cycle Q Clear(g_c), s 0.7 1.8 1.8 0.4 1.7 4.6 0.1 0.9 0.4 8.8 1.2 0.2 Prop In Lane 1.00 0.11 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 55 354 363 31 330 285 9 257 203 435 704 583 V/C Ratio(X) 0.49 0.22 0.22 0.46 0.22 0.56 0.43 0.16 0.06 0.80 0.11 0.02 Avail Cap(c_a), veh/h 296 780 799 259 743 641 259 860 680 1556 2222 1841 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.2 15.4 15.4 22.6 15.9 17.0 23.1 17.5 17.3 16.3 9.1 8.8 Incr Delay (d2), s/veh 6.8 0.3 0.3 10.2 0.3 1.8 28.1 0.3 0.1 3.4 0.1 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.6 0.7 0.2 0.6 1.5 0.1 0.4 0.1 3.4 0.4 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 28.9 15.7 15.7 32.9 16.2 18.8 51.2 17.8 17.4 19.7 9.1 8.8 LnGrp LOS CBBCBBDBBBAA
Approach Vol, veh/h 186 248 57 431
Approach Delay, s/veh 17.6 18.8 20.1 17.6
Approach LOS B B C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.7 11.5 4.8 14.5 4.3 23.0 5.5 13.8 Change Period (Y+Rc), s 4.0 4.9 4.0 4.9 4.0 4.9 4.0 4.9 Max Green Setting (Gmax), s 42.0 22.1 7.0 21.1 7.0 57.1 8.0 20.1 Max Q Clear Time (g_c+I1), s 10.8 2.9 2.4 3.8 2.1 3.2 2.7 6.6 Green Ext Time (p_c), s 1.1 0.2 0.0 0.7 0.0 0.5 0.0 1.1 Intersection Summary
HCM 7th Control Delay, s/veh 18.1
HCM 7th LOS B
5: Belmont Ave & Derrick Ave (SR-33) Existing-AM
HCM 7th Signalized Intersection Summary 02/12/2026
J43 (*‘K‘x Tr‘wvi J
Lane —Configurations ‘1 +12) ‘1 +11). 1''i + F ‘1 + F
Effie Volume(veh/h) 19 105 7 1O 51 143 3 28 13 243 52
FutureVolume(veh/h) 19 105 7 10 51 143 3 28 13 243 52 21 lial Q(Qb),veh O 0 _ 0 0 0
LaneWidthAdj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ld-Bike Adj(A_p) . . . . ' .93 .00
ParkingBus,Adj 1.00 1.00 10.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ink ZoneOnApproach No' No ‘ No a ‘ AdjSatFlow,veh/h/In 1811 1811 1811 1811 1811 1811 1811 1811 1811 1811 1811 1811 [FlowRate,veh/h _150‘ -14. 73; 161- 4‘ 403 13.347; 74-
PeakHourFactor 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 [cent HeavyVeh,-6 6: 6t 6Z 6 6I 6‘ 6 6 6 6-
Cap,veh/h 55 677 40 31 330 285 9 257 203 435 704 583
live OnGreen .‘.03 0.21 0.21 0.02 0.19 0.19 0.01 0.14 0.14 0.25 0.39 gt Flow,veh/h 1725 3288 195 1725 1721 1484 1725 1811 1432 1725 1811 1500 lo Volume(v),veh/h"" ‘- 27 78 81 14 73 161 4 4O 13 347 74 GrpSatFIow(s),veh/h/In 1725 1721 1763 1725 1721 1484 1725 1811 1432 1725 1811 1500 [Serve(g_s),s U] 1.8 1.8 0.4 1.7 4.6 0.1 0.9 0.4 8.8 1.2- CycleQClear(g_c),s 0.7 1.8 1.8 0.4 1.7 4.6 0.1 0.9 0.4 8.8 1.2 0.2 [p InLane m ;O.11 1.00‘ _1.00 _ 1.00‘ 1.00 1.00
LaneGrpCap(c),veh/h 55 354 363 31 330 285 9 257 203 435 704 583 E Ratio(X) .-9 0.22 0.22 0.46: 0.22 0.56 0.43 _ 0.16 0.06 0.80 0.11 AvailCap(c_a),veh/h 296 780 799 259 743 641 259 860 680 1556 2222 1841 [M PlatoonRatio .0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00- UpstreamFilter(|) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 liform Delay (d),s/veh ‘2 15.4 _15.4 22.6 15.9 _17.0__23.1_.175-17.3”163 9.1- IncrDelay (d2),s/veh 6.8 10.2 28.1 0.3 0.1 3.4- 0.0
lial Q
Delay(d3),s/veh ._o 0-§.0- 0.0- 0.0 0-
.0.
0-0.0 0.0m.mP:'-1
%i|eBackOfQ(50%),veh/In 0.4 0..7 .5
lsig MovementDelay,s/vehfl‘0 6‘ A201 6‘ A AA-..-
LnGrpDelay(d) s/veh 28.9 15.7 15.7 32.9 16.2 18.8 51.2 17.8 17.4 19.7 9.1 lGrpLOS _-—'8
ApproachVol,veh/h 7 186 248 57 431
EproachDelay,s/veh‘ 17.6 — —.18 8— ‘— 20.1 17.

ApproachLOS B B C B
PhsDuration(G+Y+Rc),s 15.7 11.5 4.8 14.5 4.3 23.0 5.5 13.8 IIange Period(Y+Rc),s 4.0 4.9 4.0 4.9 4.0 4.9 4.0 4.9
MaxGreenSetting(Gmax),s 42.0 22.1 7.0 21.1 7.0 57.1 8.0 20.1 mCIearTime(g_c+I1),s10.8 2.9 24*33— 2.1 3.2 2.7 6_
GreenExtTime(p_c), s 1.1 0.2 0.0 0.7 0.0 0.5 0.0 1.1
HCM7thControlDelay,s/veh 18.1
Synchro 12 Report
5: Belmont Ave & Derrick Ave (SR-33) Existing-AM
Queues 02/12/2026
Synchro 12 Report
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 27 160 14 277 4 40 19 347 74 30
v/c Ratio 0.12 0.23 0.06 0.42 0.02 0.16 0.06 0.63 0.08 0.04 Control Delay (s/veh) 26.5 19.6 26.9 10.2 27.3 25.7 0.3 21.2 9.3 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 26.5 19.6 26.9 10.2 27.3 25.7 0.3 21.2 9.3 0.1 Queue Length 50th (ft) 6 19 3 8 1 10 0 71 7 0
Queue Length 95th (ft) 27 46 18 27 8 34 0 149 35 0
Internal Link Dist (ft) 1243 1105 701 2132
Turn Bay Length (ft) 100 140 565 335
Base Capacity (vph) 292 1523 255 1387 255 848 752 1435 1696 1401 Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.09 0.11 0.05 0.20 0.02 0.05 0.03 0.24 0.04 0.02 Intersection Summary
5: Belmont Ave & Derrick Ave (SR-33) Existing-AM
Queues 02/12/2026
f—rr*—*\ TIN»; J
Lane —GroupFlow(vph) 27 160 14 277 4 4O 19 347 74 30
'Ratio 0.12 0.23 0.06 0.42 0.02 0.16 0.06 0.63 0.08 0.04 _ ControlDelay(s/veh) 26.5 19.6 26.9 10.2 27.3 25.7 0.3 21.2 9.3 0.1 [we Delay '2'; 0.0 _ 0.0i 0.0 0.0 0.0 0.0 0.0 0.

TotalDelay(s/veh) 26.5 19.6 26.9 10.2 27.3 25.7 0.3 21.2 9.3 0.1 leue Length50th(ft) 19‘
QueueLength95th(ft) 27 46 18 27 8 34 0 149 35 O
lernalLinkDist(ft) .3]
TurnBayLength(ft) 100 140 565 335
lse Capacity(vph) — StarvationCapReductn 0 O O O O 0 0 O 0 0 lllback CapReductn
StorageCapReductn O O O O O O O O O O
muced v/cRatio ‘9 0.11 0.05 0.20 0.02 0.05 0.03 0.24 0.04 0.02— Synchro 12 Report
6: SR-180 (Oller St) & Belmont Ave Existing-AM
HCM 7th TWSC 02/12/2026
Synchro 12 Report
Intersection
Int Delay, s/veh 14.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 87 1 65 1 1 1 153 219 2 5 196 107
Future Vol, veh/h 87 1 65 1 1 1 153 219 2 5 196 107
Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 140 - 500 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72
Heavy Vehicles, % 8 8 8 8 8 8 8 8 8 8 8 8
Mvmt Flow 121 1 90 1 1 1 213 304 3 7 272 149
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1110 1112 367 1037 1185 326 431 0 0 317 0 0 Stage 1 370 370 - 741 741 -------
Stage 2 740 742 - 297 445 -------
Critical Hdwy 7.18 6.58 6.28 7.18 6.58 6.28 4.18 - - 4.18 - - Critical Hdwy Stg 1 6.18 5.58 - 6.18 5.58 - - - - - - - Critical Hdwy Stg 2 6.18 5.58 - 6.18 5.58 - - - - - - - Follow-up Hdwy 3.572 4.072 3.372 3.572 4.072 3.372 2.272 - - 2.272 - - Pot Cap-1 Maneuver 182 203 666 204 184 702 1097 - - 1210 - - Stage 1 638 609 - 399 414 -------
Stage 2 399 414 - 699 565 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 134 151 653 130 137 689 1087 - - 1198 - - Mov Cap-2 Maneuver 134 151 - 130 137 -------
Stage 1 627 599 - 302 314 -------
Stage 2 300 313 - 591 555 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 71.51 25.22 3.73 0.13

HCM LOS F D
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1 SBL SBT SBR Capacity (veh/h) 735 - - 134 151 653 182 27 - -
HCM Lane V/C Ratio 0.196 - - 0.903 0.009 0.138 0.023 0.006 - - HCM Ctrl Dly (s/v) 9.1 0 - 116.9 29 11.4 25.2 8 0 -
HCM Lane LOS A A - F D B D A A -
HCM 95th %tile Q(veh) 0.7 - - 6 0 0.5 0.1 0 - -
6: SR-180 (Oller St) & Belmont Ave Existing-AM
HCM 7th TWSC 02/12/2026
Int Delay,s/veh 14.9
LaneConfigurations 1"i 1" iIlr 41) {$1 {$1
'afficVol,veh/h 87 1 65 1 1 1 153 219 2 5 196 107 —
FutureVoI,veh/h 87 1 65 1 1 1 153 219 2 5 196 107
InflictingPedsfi/hr1. 0 mum—104 Ola-m 0—
SignControl Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free lChannelized
StorageLength 140 500
m InMedianStorag— Grade,%
‘Hour Factor.—
HeavyVehicles,% 8 8 8 8 8 8 8 8 8 8 8 8
”Flow W3 “504 3 / 7T1-
ConflictingFlowAll 1110 1112 36710371185 326 431 0 0 317 O O I Stage1 StageZ 740 742 370 370-
- 741 297 445
741- - - - -
- -—
IcaIHdwy 7-18 6-58 6287-18 6-58 628—
CriticalHdwyStg1 6.18 5.58 - 6.18 5.58 -
lcalHdSt 6.18 5.58 - 6.18 5.58 - Follow-upHdwy 3.572 4.0723.372 3.572 4.0723.372 2.272 - - 2.272 - - leap-1Maneuver182 203666204184 _ Stage1 638 609 - 399 414 - - - - - - I StageZ 399 414 - 699565 — Platoonblocked,% - _ _ .Cap-1Maneuver 134 130'”’13—
MovCap-2Maneuver 134 151 - 130 137 - - - — — -
'Stage 1 m
StageZ 300 313 - 591 555 - - - - - - CtrlDly,s/v 71.51 25.22 3.73 0.13

HCMLOS F D
n
lapacity(veh/h) 735 - - 134 151 653 182 27 - - HCMLaneV/CRatio 0.196 - - 0.903 0.009 0.138 0.023 0.006 [M Ctr|D|y(s/v) 9.1 0‘ - 116.9 29 11.4 25.2 8‘4)— HCMLaneLOS A A - F D B D A A - Synchro 12 Report

SITE LAYOUT
Site: 101 [Oller and Derrick PM Existing (Site Folder: Oller and Derrick)]
Oller and Derrick PM Existing
Site Category: (None)
Roundabout
Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.

SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: PETERS ENGINEERING GROUP | Licence: PLUS / 1PC | Created: Friday, February 13, 2026 1:58:16 PM Project: S:\2025\25-040\Analysis\Sidra\Oller - Derrick.sip9

SITE LAYOUT
W Site: 101 [Oller and Derrick PM Existing (Site Folder: Oller and Derrick)]
Oller and Derrick PM Existing
Site Category: (None)
Roundabout
Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.

SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: PETERS ENGINEERING GROUP | Licence: PLUS / 1PC | Created: Friday, February 13, 2026 1:58:16 PM Project: S:\2025\25-040\Analysis\Sidra\O||er - Derrick.sip9

LANE SUMMARY
Site: 101 [Oller and Derrick PM Existing (Site Folder: Oller and Derrick)]
Oller and Derrick PM Existing
Site Category: (None)
Roundabout
Lane Use and Performance
DEMAND
FLOWS
95% BACK OF
Cap. QUEUE
Deg.

Satn
Lane
Util.

Aver.

Delay
Level of
Service
Lane
Config
Lane
Length
Cap.

Adj.

Prob.

Block.
[ Total HV ] [ Veh Dist ]
veh/h % veh/h v/c % sec ft ft % %
SouthEast: Oller St (SR 180)
Lane 1d 489 2.0 981 0.498 100 6.4 LOS A 3.6 91.0 Full 1600 0.0 0.0 Approach 489 2.0 0.498 6.4 LOS A 3.6 91.0
NorthEast: Private Dr
Lane 1d 3 2.0 624 0.005 100 8.1 LOS A 0.0 0.7 Full 60 0.0 0.0 Approach 3 2.0 0.005 8.1 LOS A 0.0 0.7
NorthWest: Derrick Ave (SR 33)
Lane 1d 823 2.0 1563 0.527 100 4.7 LOS A 4.9 125.5 Full 1600 0.0 0.0 Approach 823 2.0 0.527 4.7 LOS A 4.9 125.5
SouthWest: Derrick Ave (SR 33)
Lane 1d 268 2.0 849 0.315 100 12.6 LOS B 1.8 46.2 Full 1600 0.0 0.0 Approach 268 2.0 0.315 12.6 LOS B 1.8 46.2
Intersection 1582 2.0 0.527 6.6 LOS A 4.9 125.5
Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab).

Roundabout LOS Method: Same as Sign Control.

Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane.

LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection).

Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6).

Roundabout Capacity Model: SIDRA Standard.

Delay Model: SIDRA Standard (Geometric Delay is included).

Queue Model: HCM Queue Formula.

Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).

Satn
v/c
Lane
Util.
%
Prob.

SL Ov.
%
Ov.

Lane
No.

From SE
To Exit: SW NW NE
Lane 1 16 472 1 489 2.0 981 0.498 100 NA NA
Approach 16 472 1 489 2.0 0.498
NorthEast: Private Dr
Mov. L2 T1 R2 Total %HV
Cap.
veh/h
Deg.

Satn
v/c
Lane
Util.
%
Prob.

SL Ov.
%
Ov.

Lane
No.

From NE
To Exit: SE SW NW
Lane 1 1 1 1 3 2.0 624 0.005 100 NA NA

LANE SUMMARY
W Site: 101 [Oller and Derrick PM Existing (Site Folder: Oller and Derrick)]
Oller and Derrick PM Existing
Site Category: (None)
Roundabout
SouthEast: Oller St (SR 180)
Lane 1OI 489 2.0 981 0.498 100 6.4 LOS A 3.6 91.0 Full 1600 0.0 0.0 Approach 489 2.0 0.498 6.4 LOS A 3.6 91.0
NorthEast: Private Dr (
Lane 1OI 3 2.0 624 0.005 100 8.1 LOS A 0.0 0.7 Full 60 0.0 0.0 Approach 3 2.0 0.005 8.1 LOS A 0.0 0.7
NorthWest: Derrick Ave (SR 33) (‘
Lane 1OI 823 2.0 1563 0.527 100 4.7 LOS A 4.9 125.5 Full 1600 0.0 0.0 Approach 823 2.0 0.527 4.7 LOS A 4.9 125.5
SouthWest:DerrickAve(SR33) (‘
Lane 1OI 268 2.0 849 0.315 100 12.6 LOS B 1.8 46.2 Full 1600 0.0 0.0 Approach 268 2.0 0.315 12.6 LOS B 1.8 46.2
Intersection 1582 2.0 0.527 6.6 LOS A 4.9 125.5 B
Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab).

Roundabout LOS Method: Same as Sign Control.

Lane LOS values are based on average delay and WCratio (degree of saturation) per lane.

LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection).

Intersection and Approach LOS values are based on average delay for all lanes (Wenot used as specified in HCM 6).

Roundabout Capacity Model: SIDRA Standard.

Delay Model: SIDRA Standard (Geometric Delay is included).

Queue Model: HCM Queue Formula.

Gap-Acceptance Capacity: SIDRA Standard (Akgelik M3D).

HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach —SouthEast: Oller St (SR 180) Lane1 16 472 1 489 2.0 9810.498 100 NA NA |
Approach 16 472 1 489 2.0 0.498
NorthEast: Private Dr
|Lane1 1 1 1 3 2.0 624 0.005 100 NA NA
Approach 1 1 1 3 2.0 0.005
NorthWest: Derrick Ave (SR 33)
Mov. U L2 T1 R2 Total %HV
Cap.
veh/h
Deg.

Satn
v/c
Lane
Util.
%
Prob.

SL Ov.
%
Ov.

Lane
No.

From NW
To Exit: NW NE SE SW
Lane 1 71 1 443 308 823 2.0 1563 0.527 100 NA NA
Approach 71 1 443 308 823 2.0 0.527
SouthWest: Derrick Ave (SR 33)
Mov. U L2 T1 R2 Total %HV
Cap.
veh/h
Deg.

Satn
v/c
Lane
Util.
%
Prob.

SL Ov.
%
Ov.

Lane
No.

From SW
To Exit: SW NW NE SE
Lane 1 1 242 1 24 268 2.0 849 0.315 100 NA NA
Approach 1 242 1 24 268 2.0 0.315
Total %HV Deg.Satn (v/c)
Intersection 1582 2.0 0.527
Lane flow rates given in this report are based on the arrival flow rates subject to upstream capacity constraint where applicable.