Agenda packet — Lake Forest City Council, March 17, 2026 (part 8 of 9)

April 25, 2025

4. Analysis Scenarios (page 7) – Add the following:
• Opening Year Cumulative without Project (Year 2028)

5. Analysis Periods (page 7) – Collect traffic counts during the following times:
• Typical weekday (Tuesday, Wednesday or Thursday) and a Saturday. • Please collect the traffic counts when school is still in session. • Do not collect when there is inclement weather

6. In-Process Developments (page 7) – To be consistent with the analysis for other development projects in the City, the cumulative project list also includes project currently in review.

7. Analysis Tools and Operating Standards (Page 8) – Use the following parameters for the Intersection Capacity Utilization (ICU) methodology. • Lane capacity – 1,700 vehicles per hour per lane
• Lost time – 0.05

8. Analysis Tools and Operating Standards (page 8) – Provide a queuing analysis to determine if there is adequate storage for the left-turn and rightturn pockets at the study intersection. For locations where it was determined that there was insufficient storage, the City may request as a Condition of Approval to lengthen the turn pockets.

9. Traffic Impact Significant Criteria (page 8) – Use the following:
• Level of Service. The City has identified LOS D as the threshold for acceptable intersection operations. The following criteria shall be used to determine if a project would be responsible for LOS deficiencies and whether feasible roadway improvements should be identified to improve performance.
 If, under without project conditions, an intersection operates at LOS D or better and the addition of project trips results in unacceptable LOS (LOS E or F); or
 If, under without project conditions, an intersection operates at LOS E or F and the impact of the development is greater than

0.01 in ICU.

Please contact me if you have any questions.

Attachment
Item: 11
2077
Item: 11
2078
1 Kristine Connolly
From: Kristine Connolly
Sent: Wednesday, June 18, 2025 3:08 PM
To: Scott Ma
Cc: Ma, Scott; Dhruv Nair; Andrew McIntyre; Tran, Tran; Sam Godon; Musler, Connor Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis Thanks Scott!
Kristine Connolly, PE*
Associate Engineer
(she/her)
*OR, WA, NV and TX
Kittelson & Associates, Inc.

Transportation Engineering & Planning
503.535.7448 (direct)
503.329.0199 (mobile)
From: Scott Ma <[email protected]>
Sent: Tuesday, June 17, 2025 10:11 AM
To: Kristine Connolly <[email protected]>
Cc: Ma, Scott <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Tran, Tran <[email protected]>; Sam Godon <[email protected]>; Musler, Connor <[email protected]>
Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis [External Sender]
Hi Kristine
Please see attached for the signal timing sheets for the following four (4) intersections.  Rancho Parkway South at Alton Parkway
 Commercentre Drive at Alton Parkway
 Portola Parkway at Rancho Parkway
 Portola Parkway at El Toro Road
Please note that the fifth intersection (Portola Parkway at SR 241 ramps) is under Caltrans jurisdiction.

Thanks
Scott Ma, PE, TE
Traffic Engineering Consultant
From: Scott Ma
Sent: Thursday, June 12, 2025 1:34 PM
To: 'Kristine Connolly'
Item: 11
2079
2 Cc: Ma, Scott; Dhruv Nair; Andrew McIntyre; Tran, Tran; Sam Godon; Musler, Connor Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis Hi Kristine
Go ahead and use this counts without any adjustments. The last day of school was June 5th.

Thanks
Scott Ma, PE, TE
Traffic Engineering Consultant
From: Kristine Connolly [mailto:[email protected]] Sent: Thursday, June 12, 2025 8:15 AM
To: Scott Ma
Cc: Ma, Scott; Dhruv Nair; Andrew McIntyre; Tran, Tran; Sam Godon; Musler, Connor Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis Thanks for confirming, Scott! We went ahead and collected video of the new intersections on 6/3 (Tuesday) and 6/7 (Saturday). I think that Tuesday may have been partially impacted by graduating/graduated seniors, but schools were generally still in session. Let me know your thoughts on using these counts! Thanks,
Kristine Connolly, PE*
Associate Engineer
(she/her)
*OR, WA, NV and TX
Kittelson & Associates, Inc.

Transportation Engineering & Planning
503.535.7448 (direct)
503.329.0199 (mobile)
From: Scott Ma <[email protected]>
Sent: Wednesday, June 11, 2025 6:52 PM
To: Kristine Connolly <[email protected]>
Cc: Ma, Scott <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Tran, Tran <[email protected]>; Sam Godon <[email protected]>; Musler, Connor <[email protected]>
Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis [External Sender]
Hi Kristine
We appreciate the update. Please see below for our responses.

1. Trip Generation:
 The trip rates collected at Westlake Village Costco were just a little lower than the average of the original three locations. We still plan to incorporate in our analysis – just noting that it will not have a significant impact on our trip generation. Noted.

Item: 11
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3 2. Trip Distribution:
 We prepared a travel time analysis/comparison to determine whether people will either a) continue to shop at existing Costco warehouses or b) take non-toll routes to the new Foothill Ranch warehouse to avoid paying tolls. The analysis assumed that people would be willing to pay $0.30 per minute saved, consistent with national average value of time. Noted.  Based on the analysis, the 7 locations you highlighted (plus one more) are expected to stay at Laguna Niguel. One of the 4 locations closest to Irvine will stay at Irvine. Noted.  Of the remaining locations still expected to shift to the new Foothill Ranch warehouse, most are expected to use non-toll routes. Noted.
 We updated our trip distribution accordingly (see attached). We are expecting some additional trips on Alton Parkway and Portola/Santa Margarita Parkway compared to what was in our scoping memo. Noted.
 The VMT analysis will be updated to reflect these changes. Noted.  For the TIA, we are proposing 5 additional study intersections within the City of Lake Forest that are expected to receive 50 or more site trips with the change in distribution. Noted; please proceed to collect traffic counts if not already done so. Because the traffic counts will be taken during the summer, please apply a correction factor. On our end, we will provide you with a copy of the timing sheets for the additional intersections except for the intersection of Portola Parkway at SR 241 ramps, which is Caltrans jurisdiction.

Finally, please include a queuing analysis for the turn pockets for the following intersections closest to the project site.  Towne Centre Drive at Alton Parkway
 Towne Centre Drive at Market Place
 Towne Centre Drive at Entertainment
 Towne Centre Drive at Bake Parkway
 Portola Parkway at Market Place
We are looking for confirmation that the various turn pockets at these intersections have adequate storage, or if they should be lengthened to address potential traffic spill back from the turn pockets into the through lanes. In addition, it should determine whether a separate dedicated right-turn lane or a 2nd left-turn lane (i.e., dual left-turn lanes) should be provided due to the additional project traffic. As practicable, it may be appropriate to have these road improvements incorporated as project design features on the front end instead of as mitigation measures on the back end. As necessary, we can discuss further after the traffic analysis is completed.

Please let us know if you have any questions.

Thanks
Scott Ma, PE, TE
Traffic Engineering Consultant
From: Kristine Connolly [mailto:[email protected]] Sent: Thursday, June 5, 2025 4:14 PM
To: Musler, Connor
Cc: Ma, Scott; Dhruv Nair; Andrew McIntyre; Scott Ma; Tran, Tran; Sam Godon Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis Hi Connor – we wanted to provide an update on some of your scoping comments, and get your feedback on potential impacts to our TIS study intersections.

3. Trip Generation:
 The trip rates collected at Westlake Village Costco were just a little lower than the average of the original three locations. We still plan to incorporate in our analysis – just noting that it will not have a significant impact on our trip generation.

Item: 11
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4 4. Trip Distribution:
 We prepared a travel time analysis/comparison to determine whether people will either a) continue to shop at existing Costco warehouses or b) take non-toll routes to the new Foothill Ranch warehouse to avoid paying tolls. The analysis assumed that people would be willing to pay $0.30 per minute saved, consistent with national average value of time.  Based on the analysis, the 7 locations you highlighted (plus one more) are expected to stay at Laguna Niguel. One of the 4 locations closest to Irvine will stay at Irvine.  Of the remaining locations still expected to shift to the new Foothill Ranch warehouse, most are expected to use non-toll routes.
 We updated our trip distribution accordingly (see attached). We are expecting some additional trips on Alton Parkway and Portola/Santa Margarita Parkway compared to what was in our scoping memo.
 The VMT analysis will be updated to reflect these changes.  For the TIA, we are proposing 5 additional study intersections within the City of Lake Forest that are expected to receive 50 or more site trips with the change in distribution.

Additional detail will be provided in future documentation, but please let us know if you have any follow-up questions at this time. We would appreciate your comments or concurrence with the proposed additional study intersections at your earliest convenience!
Thank you,
Kristine Connolly, PE*
Associate Engineer
(she/her)
*OR, WA, NV and TX
Kittelson & Associates, Inc.

Transportation Engineering & Planning
503.535.7448 (direct)
503.329.0199 (mobile)
From: Sam Godon <[email protected]>
Sent: Monday, June 2, 2025 9:46 AM
To: Tran, Tran <[email protected]>; Kristine Connolly <[email protected]> Cc: Ma, Scott <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Musler, Connor <[email protected]>; Scott Ma <[email protected]> Subject: Re: Foothill Ranch Costco - proposed scope of traffic analysis Thanks Tran! Appreciate you getting back to me.
-Sam
Sam Godon
Transportation Analyst
(he/him)
Kittelson & Associates, Inc.

Transportation Engineering / Planning
+1 .503.-535-7497 (direct)
Item: 11
2082
5 From: Tran, Tran <[email protected]>
Sent: Monday, June 2, 2025 9:42 AM
To: Sam Godon <[email protected]>; Kristine Connolly <[email protected]> Cc: Ma, Scott <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Musler, Connor <[email protected]>; Scott Ma <[email protected]> Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

[External Sender]
Hi Sam,
Please see attached.

Thank you for your patience.

Tran Tran
Traffic Engineering Manager
(949) 461-3485
[email protected]
From: Sam Godon <[email protected]>
Sent: Friday, May 30, 2025 12:54 PM
To: Tran, Tran <[email protected]>; Kristine Connolly <[email protected]> Cc: Ma, Scott <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Musler, Connor <[email protected]>; Scott Ma <[email protected]> Subject: Re: Foothill Ranch Costco - proposed scope of traffic analysis

Hi Tran,
I am reaching out to follow up about the signal at Alton / Town Center. Wondering if the signal is back online and if the timing information is available? No worries if more time is needed, just let us know.

Thank you!
-Sam
Sam Godon
Transportation Analyst
Kittelson & Associates, Inc.

Transportation Engineering & Planning
851 SW 6th Avenue, Suite 600
Portland, OR 97204
503.228.5230
503.535.7497 (direct)
From: Tran, Tran <[email protected]>
Sent: Wednesday, May 21, 2025 1:52 PM
To: Kristine Connolly <[email protected]>; Scott Ma <[email protected]> Cc: Ma, Scott <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre Item: 11
2083
6 <[email protected]>; Musler, Connor <[email protected]>; Sam Godon <[email protected]> Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

[External Sender]
Hi Kristine – Attached is Portola and Pauling, but also the rest of the corridor for your reference.

We are still trying to get the information for Alton/Towne Centre, but hopefully that will be by the end of this week.

Tran Tran
Traffic Engineering Manager
(949) 461-3485
[email protected]
From: Kristine Connolly <[email protected]>
Sent: Tuesday, May 20, 2025 3:48 PM
To: Tran, Tran <[email protected]>; Scott Ma <[email protected]> Cc: Ma, Scott <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Musler, Connor <[email protected]>; Sam Godon <[email protected]> Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

Thanks Tran! You may have #11 listed as Portola Parkway and Pauling. Town Centre Drive loops around as the SW leg, but the NW leg is called Pauling.

Item: 11
2084
7 Kristine Connolly, PE*
Associate Engineer
(she/her)
*OR, WA, NV and TX
Kittelson & Associates, Inc.

Transportation Engineering & Planning
503.535.7448 (direct)
503.329.0199 (mobile)
From: Tran, Tran <[email protected]>
Sent: Tuesday, May 20, 2025 2:56 PM
To: Kristine Connolly <[email protected]>; Scott Ma <[email protected]> Cc: Ma, Scott <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Musler, Connor <[email protected]>; Sam Godon <[email protected]> Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

[External Sender]
Hi Kristine,
This is all we have, and here are our notes on each intersection:

1. CA-241 & Alton Parkway (Traffic Signal) – Caltrans signal, please coordinate with them.

2. Alton Parkway & Towne Centre Drive (Traffic Signal) – We will need more time, as the signal is currently offline.

3. Alton Parkway & Portola Parkway (Traffic Signal) – Timing sheet is attached

4. Market Place & Towne Centre Drive (Traffic Signal) – Timing sheet is attached

5. Market Place & Portola Parkway (Traffic Signal) – Timing sheet is attached

6. Entertainment & Towne Centre Drive (Traffic Signal) – Timing sheet is attached

7. Bake Parkway & Town Centre Drive (Traffic Signal) – Timing sheet is attached

8. Bake Parkway & Portola Parkway (Traffic Signal) – Timing sheet is attached

9. Lake Forest Drive & Town Centre Drive (Traffic Signal) – Timing sheet is attached

10. Lake Forest Drive & Portola Parkway (Traffic Signal) – Timing sheet is attached

11. Town Centre Drive & Portola Parkway (Traffic Signal) – There is no traffic signal with this name; Are you referring to Portola and Paloma?

12. Glenn Ranch Road & Portola Parkway (Traffic Signal) – Timing sheet is attached Tran Tran
Traffic Engineering Manager
(949) 461-3485
[email protected]
From: Tran, Tran
Sent: Tuesday, May 20, 2025 10:02 AM
To: Kristine Connolly <[email protected]>; Scott Ma <[email protected]> Cc: Ma, Scott <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Musler, Connor <[email protected]>; Sam Godon <[email protected]> Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

Item: 11
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8 Hi Christine,
Alton/SR-241 is a Caltrans facility, so we would not necessarily have this information but let me see if we may be able to obtain it. All other locations, we will get back to you as soon as we can.

Take care,
Tran Tran
Traffic Engineering Manager
(949) 461-3485
[email protected]
From: Kristine Connolly <[email protected]>
Sent: Tuesday, May 20, 2025 9:21 AM
To: Scott Ma <[email protected]>
Cc: Ma, Scott <[email protected]>; Tran, Tran <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Musler, Connor <[email protected]>; Sam Godon <[email protected]>
Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

Hi Connor and team – would you be able to assist us in obtaining the existing traffic signal timing and phasing information for the study intersections below?

1. CA-241 & Alton Parkway (Traffic Signal)

2. Alton Parkway & Towne Centre Drive (Traffic Signal)

3. Alton Parkway & Portola Parkway (Traffic Signal)

4. Market Place & Towne Centre Drive (Traffic Signal)

5. Market Place & Portola Parkway (Traffic Signal)

6. Entertainment & Towne Centre Drive (Traffic Signal)

7. Bake Parkway & Town Centre Drive (Traffic Signal)

8. Bake Parkway & Portola Parkway (Traffic Signal)

9. Lake Forest Drive & Town Centre Drive (Traffic Signal)

10. Lake Forest Drive & Portola Parkway (Traffic Signal)

11. Town Centre Drive & Portola Parkway (Traffic Signal)

12. Glenn Ranch Road & Portola Parkway (Traffic Signal) Thanks!
Kristine Connolly, PE*
Associate Engineer
(she/her)
*OR, WA, NV and TX
Kittelson & Associates, Inc.

Transportation Engineering & Planning
503.535.7448 (direct)
503.329.0199 (mobile)
From: Kristine Connolly
Sent: Tuesday, May 6, 2025 3:35 PM
To: Scott Ma <[email protected]>
Cc: Ma, Scott <[email protected]>; Tran, Tran <[email protected]>; Dhruv Nair <[email protected]>; Item: 11
2086
9 Andrew McIntyre <[email protected]>; Musler, Connor <[email protected]> Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

Thanks Scott – I can see if Quality Counts can place some extra cameras to collect footage at Alton/Irvine and Santa Margarita/Los Alisos (just in case).

Kristine Connolly, PE*
Associate Engineer
(she/her)
*OR, WA, NV and TX
Kittelson & Associates, Inc.

Transportation Engineering & Planning
503.535.7448 (direct)
503.329.0199 (mobile)
From: Scott Ma <[email protected]>
Sent: Tuesday, May 6, 2025 2:52 PM
To: Kristine Connolly <[email protected]>
Cc: Ma, Scott <[email protected]>; Tran, Tran <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Musler, Connor <[email protected]> Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

[External Sender]
Hi Kristine
Please see responses in red.

We were able to schedule our counts for 5/15 and 5/17 at the study intersections identified in our scoping memo, as well as the Westlake Village Costco as a fourth data point in SoCal for the trip generation. Please proceed.

 Unfortunately this is a busy time for data collection firms (the final stretch before schools let out), and they do not have the capacity to collect customer surveys (pass-by/diverted trip rates) at the same time as the counts. Understood.
o Would the City accept incorporating the trip generation data from Westlake Village, but continuing to rely on the average pass-by and diverted trip rates from the other three sample Costco sites? Yes.
 If there is a need to add study intersections after addressing City comments on the scope, schools may already be out for summer. Understood.
o Would the City be comfortable with us collecting summer counts and seasonally adjusting them based on comparison counts at one of the intersections we are collecting before Memorial Day? This approach would be acceptable under most circumstances. A potential exception is if the intersection is right next to a school. If needed, we can discuss further.

Thanks
Scott Ma, PE, TE
Traffic Engineering Consultant
Item: 11
2087
10 From: Kristine Connolly [mailto:[email protected]] Sent: Monday, May 5, 2025 6:59 PM
To: Scott Ma; Musler, Connor
Cc: Ma, Scott; Tran, Tran; Dhruv Nair; Andrew McIntyre
Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

Thank you Scott -
We were able to schedule our counts for 5/15 and 5/17 at the study intersections identified in our scoping memo, as well as the Westlake Village Costco as a fourth data point in SoCal for the trip generation.

 Unfortunately this is a busy time for data collection firms (the final stretch before schools let out), and they do not have the capacity to collect customer surveys (pass-by/diverted trip rates) at the same time as the counts.
o Would the City accept incorporating the trip generation data from Westlake Village, but continuing to rely on the average pass-by and diverted trip rates from the other three sample Costco sites?  If there is a need to add study intersections after addressing City comments on the scope, schools may already be out for summer.
o Would the City be comfortable with us collecting summer counts and seasonally adjusting them based on comparison counts at one of the intersections we are collecting before Memorial Day?

Thanks,
Kristine Connolly, PE*
Associate Engineer
(she/her)
*OR, WA, NV and TX
Kittelson & Associates, Inc.

Transportation Engineering / Planning
503.535.7448 (direct)
503.329.0199 (mobile)
From: Scott Ma <[email protected]>
Sent: Tuesday, April 29, 2025 5:56 PM
To: Musler, Connor <[email protected]>
Cc: Ma, Scott <[email protected]>; Tran, Tran <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>; Kristine Connolly <[email protected]> Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

[External Sender]
Hi Connor
Based on the trip generation provided in the Traffic Scoping Memorandum, the study area is acceptable (12 intersections). Please have them proceed with collecting the traffic counts.

And please note that there is one caveat. Since they will also be collecting trip generation data at one more Costco, there is a possibility that the projct trip generation will be larger. If that is the case, we can look into expanding the study area at that time.

Please let me know if you have any questions.

Item: 11
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11 Thanks
Scott Ma, PE, TE
Traffic Engineering Consultant
From: Musler, Connor [mailto:[email protected]]
Sent: Monday, April 28, 2025 5:37 PM
To: Kristine Connolly
Cc: Scott Ma; Ma, Scott; Tran, Tran; Dhruv Nair; Andrew McIntyre Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

The CEQA Exemption document for the IMI project at the provided link discusses traffic and includes the traffic study that was completed. The environmental documents for Portola Center and The Meadows can be accessed online here: https://www.lakeforestca.gov/en/departments/economic-development/housing/new-neighborhoods The IPT and Western Realco projects are still under review and the environmental document being prepared. At this time, I do not believe that we have anything available to share beyond the project information provided with the scoping meeting materials at the provided link.
@Ma, Scott or @Tran, Tran, can you confirm if the list of study intersections is acceptable? Connor Musler
Associate Planner
(949) 461-3491
[email protected]
100 Civic Center Drive
Lake Forest, CA
www.lakeforestca.gov

From: Kristine Connolly <[email protected]>
Sent: Monday, April 28, 2025 4:53 PM
To: Musler, Connor <[email protected]>
Cc: [email protected]; Tran, Tran <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>
Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

Thanks Connor and team –
We will need to collect counts at the study intersections and the additional SoCal sample site for trip generation concurrently over the next couple of weeks, before Memorial Day and school summer break. Are you comfortable with our list of study intersections? Or did you have additional intersections in mind that we should collect video (just in case) while we continue to address these comments? Did any of the developments you list below prepare traffic studies that you would be able to share with us? Specifically, we are looking for their trip generation/distribution/assignment assumptions.

Thank you,
Item: 11
2089
12 Kristine Connolly, PE*
Associate Engineer
(she/her)
*OR, WA, NV and TX
Kittelson & Associates, Inc.

Transportation Engineering / Planning
503.535.7448 (direct)
503.329.0199 (mobile)
From: Musler, Connor <[email protected]>
Sent: Monday, April 28, 2025 2:56 PM
To: Kristine Connolly <[email protected]>
Cc: [email protected]; Tran, Tran <[email protected]>; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]>
Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

[External Sender]
Hi Kristine,
Thank you for the clarification. Please see the attached comments provided by our Traffic Engineering Division. In regard to the “in-process developments,” based on criteria provided by you and our Traffic Engineering Division, the following projects are in the immediate vicinity:
 IMI Critical Engineering Industrial Building (APN 612-064-17). PC meeting approving project can be accessed here: https://lakeforest.primegov.com/Portal/Meeting?meetingTemplateId=11531  Portola Center Northeast (Baldwin “The Oaks”) – 123 single-family homes under construction or left to be completed.
 Toll Brothers “The Meadows” – final neighborhood “The Sequoias” 57 single-family homes under construction.
 IPT and Western Realco “Enterprise Way” industrial projects. Environmental document currently being prepared. Some information can be found at the following link:
https://www.lakeforestca.gov/en/environmental
These are only projects that are either approved, under construction, or currently under review in the entitlement stage. This does not take into account any pre-application or possible recently completed projects. Let me know if you have any questions!
Connor Musler
Associate Planner
(949) 461-3491
[email protected]
100 Civic Center Drive
Lake Forest, CA
www.lakeforestca.gov

From: Kristine Connolly <[email protected]>
Sent: Friday, April 25, 2025 8:35 AM
Item: 11
2090
13 To: Musler, Connor <[email protected]>; Tran, Tran <[email protected]> Cc: [email protected]; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]> Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

Good morning Connor – in our future traffic volumes, we typically account for trips for projects impacting our study intersections that have been approved but not yet constructed at the time of traffic counts, but expected to be operational by the opening year of Costco (2028). They could be actively under construction, or expected to begin construction within the next couple of years. If you are able to send us the traffic studies completed for approved projects in the area, we can use the trip assignments from those studies.

Thanks,
Kristine Connolly, PE*
Associate Engineer
(she/her)
*OR, WA, NV and TX
Kittelson & Associates, Inc.

Transportation Engineering / Planning
503.535.7448 (direct)
503.329.0199 (mobile)
From: Musler, Connor <[email protected]>
Sent: Thursday, April 24, 2025 5:42 PM
To: Kristine Connolly <[email protected]>; Tran, Tran <[email protected]> Cc: [email protected]; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]> Subject: RE: Foothill Ranch Costco - proposed scope of traffic analysis

[External Sender]
Hi Kristine,
Could you please clarify what you mean by “approved in-process development”? Are you specifically looking for projects that are actively under construction?
Connor Musler
Associate Planner
(949) 461-3491
[email protected]
100 Civic Center Drive
Lake Forest, CA
www.lakeforestca.gov

From: Kristine Connolly <[email protected]>
Sent: Tuesday, April 15, 2025 4:57 PM
To: Musler, Connor <[email protected]>; Tran, Tran <[email protected]> Item: 11
2091
14 Cc: [email protected]; Dhruv Nair <[email protected]>; Andrew McIntyre <[email protected]> Subject: Foothill Ranch Costco - proposed scope of traffic analysis

Hi Connor/Tran,
We are reaching out to confirm the scope of traffic analysis required for the proposed Foothill Ranch Costco Warehouse located at 22602 Towne Center Drive in Lake Forest. Note that since the pre-application, Costco has removed the fuel facility from the proposed site plan. The attached scoping memorandum outlines our proposed assumptions and methodology for a Focused TIS and VMT Analysis for the project (including trip generation and distribution information). We would appreciate your comments and/or concurrence by next Friday, April 25th, if possible. Please let us know if you have any questions as you review. We would be happy to set up a Teams call to discuss in more detail, if that would be helpful!

Thanks,
Kristine Connolly, PE*
Associate Engineer
(she/her)
*OR, WA, NV and TX
Kittelson & Associates, Inc.

Transportation Engineering / Planning
851 SW 6th Avenue, Suite 600
Portland, OR 97204
503.228.5230
503.535.7448 (direct)
503.329.0199 (mobile)

CAUTION: Think Security! This email is not from someone at the City of Lake Forest. Do not click any links or open any attachments you are not expecting.

Item: 11
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CA-241
Alton Parkway Bake Parkway
Glenn Ranch Road
Portola Parkway
Lake Forest Drive
Santa Margarita Parkway
Los Alisos Blvd
Marguerite Pkwy El Toro Rd
Irvine Blvd
Rancho Pkwy Monarch Commercentre Dr Catalina Lake Forest Mission Viejo Irvine Town Centre Drive Lake Forest City Limits Lake Forest City Limits H:\31\31380 - Foothill Ranch Costco Warehouse\report\figs\31380 figs.dwg Jun 05, 2025 - 3:51pm - sgodon Layout Tab: Proposed Trip Distribution 2.0 Preliminary Primary Trip Distribution Lake Forest, California 1 Foothill Ranch Costco June 2025 Figure N XX% - Trip Distribution Percentage 5% 4% 3% 6%7% 2% 8% 7% 10% 15% 4%8% 4% 8% 3% 2%2%2% 2093
CA-241
Alton Parkway Bake Parkway
Glenn Ranch Road
Portola Parkway
Lake Forest Drive
Santa Margarita Parkway
Los Alisos Blvd
Marguerite Pkwy El Toro Rd
Irvine Blvd
Rancho Pkwy Monarch Commercentre Dr Catalina Lake Forest Mission Viejo Irvine Town Centre Drive Lake Forest City Limits Lake Forest City Limits H:\31\31380 - Foothill Ranch Costco Warehouse\report\figs\31380 figs.dwg Jun 05, 2025 - 3:51pm - sgodon Layout Tab: Proposed Site Intersections Proposed Study Intersections Lake Forest, California 2 Foothill Ranch Costco June 2025 Figure N 1 2 34 5 6 7 8 9 10 11 12 13 14 16 15 17 ## - Initial Study Intersections ## - Study Intersections 2094
Appendix B – Traffic Counts
Item: 11
2095
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: CA-241 -- Alton Pkwy QC JOB #: 17046601
CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
359 363
112 0 247
624 168 195 700
744 0.93 454
1069 157 51 1041
56 0 45
201 101
Peak-Hour: 4:35 PM -- 5:35 PM
Peak 15-Min: 5:05 PM -- 5:20 PM

1.4 1.7

3.6 0 0.4

1.1 3 0.5 0.7

0.1 0.4

0.7 1.3 3.9 0.2

1.8 0 0
2 1
0 0 0
1 0 0 0
0 0
1 0
0 0
1 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
CA-241
(Northbound)
CA-241
(Southbound)
Alton Pkwy
(Eastbound)
Alton Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 6 0 4 0 0 11 0 7 0 0 14 50 16 0 0 3 38 16 0 0 165 4:05 PM 3 0 5 0 0 14 0 13 0 0 9 58 10 0 0 4 42 10 0 0 168 4:10 PM 2 0 2 0 0 14 0 8 0 0 17 60 13 0 0 2 34 13 0 0 165 4:15 PM 5 0 3 0 0 21 0 6 0 0 19 46 19 0 0 2 28 16 1 0 166 4:20 PM 2 0 3 0 0 12 0 7 0 0 9 51 9 1 0 5 48 12 0 0 159 4:25 PM 4 0 5 0 0 15 0 10 0 0 18 53 10 0 0 5 23 14 1 0 158 4:30 PM 6 0 0 0 0 10 0 7 0 0 7 54 7 0 0 7 39 9 0 0 146
4:35 PM 2 0 4 0 0 23 0 11 2 0 16 66 13 0 0 4 30 16 2 0 189 4:40 PM 4 0 3 0 0 24 0 12 0 0 26 52 12 1 0 3 43 17 0 0 197 4:45 PM 2 0 4 0 0 20 0 4 0 0 13 43 8 0 0 7 32 17 0 0 150 4:50 PM 5 0 3 0 0 26 0 7 0 0 19 71 7 0 0 0 28 19 0 0 185 4:55 PM 3 0 2 0 0 23 0 8 0 0 16 56 11 1 0 3 37 14 1 0 175 2023 5:00 PM 3 0 6 0 0 29 0 5 0 0 4 53 15 0 0 3 31 11 0 0 160 2018 5:05 PM 7 0 3 0 0 15 0 8 0 0 14 88 21 0 0 5 30 18 0 0 209 2059 5:10 PM 7 0 1 0 0 17 0 12 0 0 15 68 16 0 0 1 56 26 1 0 220 2114 5:15 PM 8 0 6 0 0 11 0 11 0 0 15 46 8 0 0 8 41 15 1 0 170 2118 5:20 PM 6 0 2 0 0 19 0 16 0 0 10 67 19 0 0 2 40 16 1 0 198 2157 5:25 PM 5 0 4 0 0 17 0 7 0 0 11 53 14 0 0 4 37 15 1 0 168 2167 5:30 PM 4 0 7 0 0 21 0 11 0 0 7 81 13 0 0 4 49 11 0 0 208 2229 5:35 PM 9 0 4 0 0 10 0 8 0 0 9 47 13 0 0 3 40 12 1 0 156 2196 5:40 PM 4 0 7 0 0 22 0 7 0 0 13 55 16 0 0 3 31 11 0 0 169 2168 5:45 PM 5 0 1 0 0 24 0 5 0 0 8 49 15 0 0 3 34 16 0 0 160 2178 5:50 PM 5 0 3 0 0 10 0 8 0 0 16 60 11 0 0 3 48 13 0 0 177 2170 5:55 PM 3 0 6 0 0 12 0 9 0 0 10 45 7 0 0 0 35 16 2 0 145 2140 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 88 0 40 0 0 172 0 124 0 0 176 808 180 0 0 56 508 236 8 0 2396 Heavy Trucks 4 0 0 4 0 16 4 4 0 0 4 0 36
Buses
Pedestrians 4 0 0 0 4
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2096
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: CA-241 -- Alton Pkwy QC JOB #: 17046602
CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
245 238
93 0 152
571 61 176 666
503 0.90 441
610 46 49 729
37 0 61
81 98
Peak-Hour: 12:30 PM -- 1:30 PM
Peak 15-Min: 12:35 PM -- 12:50 PM

0.8 2.1

2.2 0 0

1.1 3.3 1.7 0.6

0.4 0.2
1 4.3 0 0.4

8.1 0 1.6

2.5 4.1
2 0 0
4 0 0 0
0 0
5 10
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
CA-241
(Northbound)
CA-241
(Southbound)
Alton Pkwy
(Eastbound)
Alton Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 2 0 3 0 0 7 0 6 0 0 6 33 5 0 0 3 28 11 1 0 105 11:05 AM 1 0 7 0 0 9 0 2 0 0 5 36 4 0 0 2 26 10 0 0 102 11:10 AM 4 0 8 1 0 11 0 2 0 0 7 45 5 0 0 1 34 21 0 0 139 11:15 AM 3 0 8 0 0 15 0 4 0 0 3 35 3 0 0 3 28 14 0 0 116 11:20 AM 3 0 5 0 0 10 0 7 0 0 11 46 7 0 0 2 33 12 0 0 136 11:25 AM 4 0 13 0 0 17 0 3 0 0 4 29 2 0 0 1 29 12 0 0 114 11:30 AM 1 0 4 0 0 8 0 7 0 0 6 32 3 0 0 4 32 17 1 0 115 11:35 AM 1 0 1 0 0 9 0 4 0 0 1 54 5 0 0 3 26 10 0 0 114 11:40 AM 4 0 3 0 0 9 0 8 0 0 11 50 3 0 0 0 28 10 0 0 126 11:45 AM 4 0 9 0 0 10 0 3 0 0 5 44 7 0 0 2 37 13 0 0 134 11:50 AM 10 0 3 0 0 11 0 10 0 0 7 36 1 0 0 7 36 10 0 0 131 11:55 AM 6 0 5 0 0 7 0 5 0 0 3 47 3 0 0 2 36 11 2 0 127 1459 12:00 PM 6 0 2 0 0 13 0 8 0 0 3 42 2 0 0 6 41 9 1 0 133 1487 12:05 PM 4 0 4 0 0 12 0 5 0 0 7 47 3 0 0 2 29 12 0 0 125 1510 12:10 PM 4 0 4 0 0 9 0 6 0 0 5 41 4 0 0 2 44 8 0 0 127 1498 12:15 PM 4 0 1 0 0 11 0 6 0 0 2 39 6 0 0 4 36 15 1 0 125 1507 12:20 PM 4 0 4 0 0 14 0 8 0 0 8 37 2 0 0 1 30 12 0 0 120 1491 12:25 PM 3 0 5 0 0 13 0 4 0 0 0 43 3 0 0 2 34 21 0 0 128 1505 12:30 PM 1 0 5 0 0 18 0 4 0 0 3 42 7 0 0 2 35 16 1 0 134 1524 12:35 PM 5 0 3 0 0 11 0 11 0 0 4 51 3 0 0 3 52 13 0 0 156 1566 12:40 PM 2 0 6 0 0 17 0 11 0 0 8 45 3 0 0 2 32 12 0 0 138 1578 12:45 PM 2 0 3 0 0 19 0 9 0 0 5 61 5 0 0 0 40 12 2 0 158 1602 12:50 PM 5 0 4 0 0 14 0 9 0 0 5 28 5 0 0 3 35 10 3 0 121 1592 12:55 PM 2 0 7 0 0 8 0 4 0 0 3 32 4 0 0 3 29 24 3 0 119 1584 1:00 PM 2 0 7 0 0 15 0 10 0 0 4 30 2 0 0 2 29 16 1 0 118 1569 1:05 PM 1 0 8 0 0 10 0 11 0 0 5 48 1 0 0 4 37 13 2 0 140 1584 1:10 PM 6 0 7 0 0 6 0 3 1 0 7 36 4 0 0 7 36 12 0 0 125 1582 1:15 PM 4 0 2 0 0 5 0 10 0 0 8 39 4 0 0 3 49 18 2 0 144 1601 1:20 PM 5 0 3 0 0 11 0 8 0 0 5 49 4 0 0 1 20 12 0 0 118 1599 1:25 PM 2 0 6 0 0 17 0 3 0 0 4 42 4 0 0 5 47 18 0 0 148 1619 1:30 PM 1 0 5 0 0 5 0 2 0 0 6 47 2 0 0 4 38 16 0 0 126 1611 1:35 PM 1 0 7 1 0 16 0 7 0 0 6 37 3 0 0 5 49 8 0 0 140 1595 1:40 PM 1 0 4 0 0 9 0 8 0 0 4 25 1 0 0 0 28 9 0 0 89 1546 1:45 PM 8 0 7 0 0 10 0 4 0 0 4 50 2 0 0 3 38 18 1 0 145 1533 1:50 PM 3 0 7 0 0 14 0 4 0 0 4 34 2 0 0 6 25 7 1 0 107 1519 1:55 PM 2 0 7 0 0 8 0 8 0 0 6 54 4 0 0 2 40 7 2 0 140 1540

Page 1 of 2 ends

Item: 11
2097
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 36 0 48 0 0 188 0 124 0 0 68 628 44 0 0 20 496 148 8 0 1808 Heavy Trucks 4 0 4 0 0 0 0 0 0 0 4 4 16
Buses
Pedestrians 0 8 0 0 8
Bicycles 0 0 0 0 0 0 0 12 0 0 0 0 12
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2098
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Towne Centre Dr -- Alton Pkwy QC JOB #: 17046603 CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
118 105
31 45 42
702 134 40 454
686 0.97 371
1018 198 43 744
186 46 12
283 244
Peak-Hour: 4:40 PM -- 5:40 PM
Peak 15-Min: 4:40 PM -- 4:55 PM
0 0
0 0 0

0.7 0 0 0.9

0.1 1.1

0.2 0.5 0 0.1

0.5 0 0

0.4 0.4
2 5 2
4 0 2 0
0 0
1 0
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Towne Centre Dr
(Northbound)
Towne Centre Dr
(Southbound)
Alton Pkwy
(Eastbound)
Alton Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 11 4 1 0 2 3 4 1 0 4 2 41 21 5 0 6 28 2 0 1 136 4:05 PM 23 1 0 0 0 5 3 1 0 2 3 52 8 3 0 1 37 1 0 0 140
4:10 PM 13 3 0 0 1 1 1 0 0 4 3 46 13 5 0 7 32 2 0 1 132 4:15 PM 10 2 0 0 1 1 5 0 0 1 3 41 14 7 0 1 25 0 0 0 111 4:20 PM 11 1 1 0 0 7 1 1 0 1 0 48 15 11 0 5 39 2 1 0 144 4:25 PM 11 3 0 0 0 4 5 0 0 1 3 40 16 13 0 3 20 0 0 0 119 4:30 PM 14 3 0 0 1 2 6 2 0 1 1 61 22 14 0 3 28 0 2 1 161 4:35 PM 13 4 0 0 0 4 3 2 0 3 1 35 17 8 0 2 23 2 0 0 117 4:40 PM 21 4 0 0 1 5 3 0 0 1 0 61 14 9 0 2 37 6 1 1 166 4:45 PM 11 3 0 0 1 6 2 0 0 2 4 71 18 13 0 2 27 1 0 0 161 4:50 PM 14 3 0 0 0 5 3 0 0 1 0 55 19 9 0 5 26 1 2 1 144 4:55 PM 9 5 0 1 3 3 7 2 0 4 0 65 23 9 0 4 23 1 1 0 160 1691 5:00 PM 12 7 0 0 1 0 4 1 0 2 1 70 16 9 0 2 23 1 0 4 153 1708 5:05 PM 20 2 3 0 0 3 4 0 0 3 3 55 7 15 0 4 20 1 0 0 140 1708 5:10 PM 22 3 1 0 0 6 3 0 0 4 3 47 14 10 0 1 47 2 0 1 164 1740 5:15 PM 14 1 1 0 0 5 5 2 0 2 0 60 13 9 0 2 38 2 0 0 154 1783 5:20 PM 21 7 0 0 0 2 3 0 0 1 3 38 12 8 0 5 24 2 0 1 127 1766 5:25 PM 15 5 0 0 0 3 4 0 0 1 2 52 18 8 0 7 35 2 0 0 152 1799 5:30 PM 14 4 1 0 0 2 4 1 0 1 2 71 27 9 0 3 42 1 0 0 182 1820 5:35 PM 12 2 0 0 0 2 3 0 0 3 1 41 17 7 0 2 29 7 0 5 131 1834 5:40 PM 14 0 1 1 3 4 1 0 0 1 4 41 13 8 1 4 26 0 0 2 124 1792 5:45 PM 14 5 0 0 0 5 4 0 0 1 2 61 21 5 0 4 34 1 0 1 158 1789 5:50 PM 13 2 1 0 0 2 4 0 0 1 1 40 23 17 0 8 28 1 0 0 141 1786 5:55 PM 13 5 0 0 0 2 3 0 0 0 1 39 16 13 0 3 33 1 0 2 131 1757 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 184 40 8 0 8 64 32 16 0 16 16 748 204 124 0 36 360 40 12 8 1916 Heavy Trucks 4 0 0 0 0 0 0 4 0 0 4 0 12
Buses
Pedestrians 0 0 8 0 8
Bicycles 0 0 0 0 8 0 0 0 0 0 0 0 8
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2099
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Towne Centre Dr -- Alton Pkwy QC JOB #: 17046604 CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
81 72
27 33 21
644 111 14 391
401 0.92 322
754 242 55 452
203 39 21
321 263
Peak-Hour: 11:50 AM -- 12:50 PM
Peak 15-Min: 12:25 PM -- 12:40 PM

2.5 2.8

3.7 3 0

0.8 0.9 0 0.8

0.2 0.9

0.3 0 0 0.2

0.5 2.6 0

0.3 0.8
4 1 0
4 2 0 0
0 1
2 5
2 0
0 1 3
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Towne Centre Dr
(Northbound)
Towne Centre Dr
(Southbound)
Alton Pkwy
(Eastbound)
Alton Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 11 1 1 0 3 0 5 0 0 1 2 27 12 4 0 6 31 1 0 0 105 11:05 AM 15 1 1 0 2 1 0 3 0 1 0 31 7 8 0 4 14 0 0 1 89
11:10 AM 7 2 0 1 0 1 2 0 0 3 1 36 11 10 0 4 33 0 3 0 114 11:15 AM 15 0 0 0 0 1 0 1 0 2 1 23 8 3 0 2 21 0 0 2 79
11:20 AM 10 4 1 0 1 2 1 1 0 1 1 38 16 8 0 3 27 0 0 0 114 11:25 AM 9 1 0 0 0 1 1 2 0 0 0 36 10 4 0 4 29 1 0 0 98
11:30 AM 15 1 1 0 0 2 3 1 0 0 5 23 11 13 0 4 21 0 1 0 101 11:35 AM 15 3 0 0 2 2 4 2 0 4 2 27 12 3 0 3 19 0 1 0 99 11:40 AM 4 8 0 0 2 0 5 0 0 0 2 46 12 9 0 5 30 0 0 0 123 11:45 AM 17 2 0 0 0 0 3 1 0 4 2 35 14 10 0 4 19 0 0 1 112 11:50 AM 23 4 1 0 0 0 2 1 0 1 0 30 18 9 0 5 22 4 1 0 121 11:55 AM 16 1 0 0 3 0 1 0 0 2 1 38 17 6 0 5 26 0 0 0 116 1271 12:00 PM 16 3 1 0 1 1 1 0 0 1 3 33 24 6 0 3 39 1 3 0 136 1302 12:05 PM 9 3 1 0 1 3 2 2 0 1 3 30 15 7 0 5 25 2 0 3 112 1325 12:10 PM 13 2 1 0 2 2 5 2 0 0 1 33 15 8 0 3 33 0 1 0 121 1332 12:15 PM 14 2 1 0 0 1 4 0 0 2 3 33 19 12 0 5 20 1 0 0 117 1370 12:20 PM 11 2 0 0 1 1 3 1 0 1 1 26 20 8 0 4 27 1 1 0 108 1364 12:25 PM 25 7 0 0 0 3 4 3 0 0 0 31 19 7 0 8 22 0 0 0 129 1395 12:30 PM 22 5 0 0 2 1 4 2 0 1 2 40 20 11 0 3 23 0 1 0 137 1431 12:35 PM 19 2 0 0 1 3 1 3 0 1 1 37 25 6 0 2 35 1 1 1 139 1471 12:40 PM 15 3 0 0 1 2 3 0 0 1 3 37 20 8 0 2 21 0 0 0 116 1464 12:45 PM 20 5 1 0 3 4 3 0 0 2 1 33 30 4 0 1 29 0 1 0 137 1489 12:50 PM 10 2 1 0 0 2 2 0 0 0 4 25 24 14 0 8 23 0 0 2 117 1485 12:55 PM 18 2 1 0 0 0 2 0 0 0 2 29 16 11 0 1 31 0 0 2 115 1484 1:00 PM 17 1 1 0 0 1 2 1 0 0 2 20 17 8 0 2 33 1 1 0 107 1455 1:05 PM 10 3 0 0 2 0 4 1 0 1 2 28 17 9 0 4 24 0 0 0 105 1448 1:10 PM 15 3 0 0 2 2 4 4 0 2 3 30 12 6 0 3 30 0 0 1 117 1444 1:15 PM 17 2 0 0 1 2 1 1 0 1 2 28 16 9 0 4 40 0 1 1 126 1453 1:20 PM 12 0 2 0 1 2 3 2 0 0 2 35 10 11 0 2 29 0 0 0 111 1456 1:25 PM 15 4 0 0 1 2 2 2 0 2 0 36 13 8 0 5 28 1 0 0 119 1446 1:30 PM 11 1 1 0 0 0 4 1 0 2 3 27 20 9 0 6 37 0 0 0 122 1431 1:35 PM 20 4 1 0 0 0 1 2 0 2 2 36 7 8 0 6 24 1 0 0 114 1406 1:40 PM 11 1 1 0 2 0 5 0 0 2 2 27 18 6 0 2 25 3 0 0 105 1395 1:45 PM 12 3 2 0 0 1 3 1 0 1 0 29 15 9 0 3 29 2 0 0 110 1368 1:50 PM 14 3 0 0 0 2 3 0 0 0 1 43 13 9 0 4 20 0 0 0 112 1363 1:55 PM 10 0 0 0 1 2 3 0 0 0 0 22 16 15 0 4 23 2 0 2 100 1348

Page 1 of 2 ends

Item: 11
2100
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 264 56 12 0 12 28 36 40 0 8 12 432 256 96 0 52 320 8 8 4 1644 Heavy Trucks 0 4 0 0 0 0 0 0 0 0 4 0 8
Buses
Pedestrians 4 0 0 0 4
Bicycles 0 4 8 0 0 0 0 4 4 0 0 4 24
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2101
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Alton Pkwy QC JOB #: 17046605 CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
232 256
45 187 0
450 75 3 161
112 0.96 53
707 520 105 251
344 186 139
812 669
Peak-Hour: 4:40 PM -- 5:40 PM
Peak 15-Min: 5:25 PM -- 5:40 PM

0.4 0
0 0.5 0

0.7 0 0 0

0.9 0

0.1 0 0 0.4

0.9 0 0

0.1 0.4
6 5 11
6 0 0 2
0 0
0 0
0 0
0 1 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Alton Pkwy
(Eastbound)
Alton Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 23 14 13 0 0 0 9 7 0 0 3 5 26 1 0 6 6 0 0 0 113 4:05 PM 22 12 10 0 0 1 19 6 0 0 11 13 37 2 0 11 4 0 0 2 150 4:10 PM 31 12 17 0 0 0 4 3 0 0 8 10 29 1 0 10 2 0 0 0 127 4:15 PM 21 13 5 0 0 0 8 5 0 0 2 6 27 1 0 9 8 0 0 0 105
4:20 PM 24 13 13 0 0 0 19 4 0 0 9 6 37 4 0 11 7 0 0 0 147 4:25 PM 29 16 5 0 0 0 16 2 0 0 8 5 21 0 0 4 3 0 0 1 110 4:30 PM 18 12 13 0 0 0 20 5 0 0 9 10 41 1 0 10 1 0 0 0 140 4:35 PM 19 10 14 0 0 0 16 3 0 0 2 8 39 2 0 9 5 0 0 0 127 4:40 PM 42 13 9 0 0 0 21 1 0 0 6 15 37 0 0 8 3 0 0 0 155 4:45 PM 22 14 13 0 0 0 17 6 0 0 7 10 57 1 0 9 5 0 0 0 161 4:50 PM 24 12 13 0 0 0 16 3 0 0 4 9 35 0 0 11 3 0 0 0 130 4:55 PM 26 13 14 0 0 0 17 4 0 0 6 13 56 1 0 9 4 0 0 0 163 1628 5:00 PM 17 14 8 0 0 0 18 6 0 0 3 9 49 0 0 7 4 1 0 0 136 1651 5:05 PM 21 12 6 0 0 0 10 3 0 0 8 8 40 2 0 13 5 0 0 0 128 1629 5:10 PM 42 17 13 0 0 0 8 4 0 0 8 5 34 1 0 8 7 0 0 0 147 1649 5:15 PM 20 7 10 0 0 0 14 4 0 0 7 7 58 2 0 11 2 0 0 0 142 1686 5:20 PM 26 23 12 0 0 0 24 8 0 0 6 5 30 0 0 6 4 1 0 0 145 1684 5:25 PM 33 17 17 0 0 0 16 1 0 0 6 10 41 1 0 6 7 0 0 0 155 1729 5:30 PM 45 18 13 0 0 0 14 2 0 0 2 10 45 0 0 8 3 1 0 0 161 1750 5:35 PM 26 26 11 0 0 0 12 3 0 0 4 11 38 0 0 9 6 0 0 0 146 1769 5:40 PM 17 14 7 0 0 0 12 6 0 0 8 7 32 2 0 8 4 0 0 0 117 1731 5:45 PM 32 22 13 0 0 0 18 4 0 0 6 14 46 1 0 5 5 0 0 0 166 1736 5:50 PM 35 17 9 0 0 0 9 4 0 0 6 4 23 0 0 7 3 0 0 0 117 1723 5:55 PM 23 11 14 0 0 0 7 3 0 0 7 15 26 0 0 5 9 0 0 1 121 1681 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 416 244 164 0 0 0 168 24 0 0 48 124 496 4 0 92 64 4 0 0 1848 Heavy Trucks 8 0 0 0 0 0 0 0 0 0 0 0 8
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 4 0 0 0 0 0 0 0 0 4
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2102
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Alton Pkwy QC JOB #: 17046606 CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
170 162
68 101 1
407 43 3 165
71 0.97 69
387 273 93 174
257 129 102
467 488
Peak-Hour: 12:45 PM -- 1:45 PM
Peak 15-Min: 1:15 PM -- 1:30 PM

0.6 0

1.5 0 0

0.7 0 0 1.2

2.8 1.4

0.5 0 1.1 1.7

0.4 0 1

0.2 0.4
9 1 3
2 0 1 0
0 2
0 0
1 0
5 0 2
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Alton Pkwy
(Eastbound)
Alton Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 27 9 9 0 0 0 8 2 0 0 4 6 19 0 0 9 8 1 0 0 102
11:05 AM 13 9 11 0 0 0 14 2 0 0 3 3 25 0 0 9 8 0 0 0 97 11:10 AM 22 7 9 0 0 0 11 1 0 0 3 6 19 0 0 10 10 0 0 0 98 11:15 AM 22 5 9 0 0 0 10 5 0 0 4 6 16 1 0 9 5 1 0 0 93
11:20 AM 22 9 7 0 0 0 14 2 0 0 5 8 22 0 0 9 4 2 0 0 104 11:25 AM 16 14 6 0 0 0 11 6 0 0 4 4 18 1 0 14 5 0 0 0 99 11:30 AM 15 6 10 0 0 0 6 3 0 0 0 9 30 1 0 9 8 1 0 0 98
11:35 AM 18 6 12 0 0 0 10 2 0 0 2 2 19 2 0 10 3 0 0 0 86 11:40 AM 21 12 4 0 0 0 8 6 0 0 10 3 30 0 0 10 7 0 0 0 111 11:45 AM 18 11 6 0 0 0 15 4 0 0 4 6 27 0 0 2 7 0 0 0 100 11:50 AM 19 6 6 0 0 0 6 8 0 0 6 5 27 0 0 3 4 0 0 0 90
11:55 AM 22 8 9 0 0 0 12 6 0 0 4 4 26 1 0 11 5 0 0 0 108 1186 12:00 PM 25 16 5 0 0 0 10 6 0 0 4 7 20 4 0 4 5 0 0 0 106 1190 12:05 PM 21 9 7 1 0 0 10 7 0 0 3 7 17 3 0 5 9 0 0 0 99 1192 12:10 PM 24 10 4 0 0 0 9 2 0 0 3 8 22 1 0 9 8 0 0 0 100 1194 12:15 PM 19 10 13 0 0 0 8 3 0 0 5 4 25 0 0 8 6 0 0 0 101 1202 12:20 PM 23 6 7 0 0 1 9 3 0 0 0 4 19 0 0 3 4 0 0 0 79 1177 12:25 PM 27 8 6 0 0 0 6 1 0 0 6 9 21 1 0 10 5 0 0 0 100 1178 12:30 PM 25 4 9 0 0 0 10 2 0 0 3 6 27 2 0 9 4 0 0 0 101 1181 12:35 PM 20 8 11 0 0 1 11 1 0 0 5 5 25 2 0 4 5 0 0 0 98 1193 12:40 PM 14 3 4 0 0 0 11 2 0 0 3 10 18 1 0 9 7 0 0 0 82 1164 12:45 PM 30 8 13 0 0 0 6 6 0 0 3 10 27 1 0 4 4 0 0 0 112 1176 12:50 PM 18 18 6 0 0 0 11 4 0 0 1 5 17 1 0 7 7 0 0 0 95 1181 12:55 PM 9 14 10 0 0 1 7 9 0 0 2 7 19 0 0 13 10 0 0 0 101 1174 1:00 PM 24 11 9 0 0 0 7 9 0 0 2 4 14 1 0 8 1 0 0 0 90 1158 1:05 PM 17 8 7 0 0 0 10 4 0 0 7 8 20 2 0 11 8 0 0 0 102 1161 1:10 PM 25 7 3 0 0 0 4 5 0 0 3 5 26 2 0 6 8 0 0 0 94 1155 1:15 PM 25 12 9 0 0 0 18 7 0 0 1 2 23 1 0 9 5 0 0 0 112 1166 1:20 PM 16 10 12 0 0 0 9 5 0 0 4 9 25 0 0 6 6 2 0 0 104 1191 1:25 PM 28 5 11 0 0 0 4 4 0 0 2 4 27 1 0 5 6 0 0 0 97 1188 1:30 PM 19 10 6 0 0 0 7 6 0 0 2 5 21 4 0 7 5 0 0 0 92 1179 1:35 PM 30 13 8 0 0 0 6 2 0 0 2 11 28 0 0 9 3 1 0 0 113 1194 1:40 PM 16 13 8 0 0 0 12 7 0 0 1 1 26 0 0 8 6 0 0 0 98 1210 1:45 PM 22 7 9 0 0 0 8 4 0 0 4 8 17 3 0 2 4 0 0 0 88 1186 1:50 PM 14 8 5 0 0 0 7 6 0 0 2 6 26 1 0 8 5 1 0 0 89 1180 1:55 PM 22 9 10 0 0 0 9 3 0 0 6 9 22 0 0 8 5 0 0 0 103 1182

Page 1 of 2 ends

Item: 11
2103
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 276 108 128 0 0 0 124 64 0 0 28 60 300 8 0 80 68 8 0 0 1252 Heavy Trucks 0 0 4 0 0 4 0 8 0 0 0 0 16
Buses
Pedestrians 0 12 0 8 20
Bicycles 12 0 0 0 0 0 0 0 0 0 0 0 12
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2104
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Towne Centre Dr -- Market Pl QC JOB #: 17046607 CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
336 213
26 180 130
345 33 86 366
95 0.92 193
201 73 87 338
125 93 115
340 333
Peak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:40 PM -- 5:55 PM
0 0.5
0 0 0
0 3 0 0.3
0 0
1 1.4 1.1 0.6
0 0 1.7

0.6 0.6
4 3 9
3 0 0 0
0 0
0 0
1 0
0 1 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Towne Centre Dr
(Northbound)
Towne Centre Dr
(Southbound)
Market Pl
(Eastbound)
Market Pl
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 12 8 7 0 3 14 16 1 0 1 2 3 5 0 2 4 9 4 0 3 94
4:05 PM 16 5 1 0 1 9 10 3 0 0 0 5 4 0 3 3 12 4 0 6 82
4:10 PM 11 8 12 0 5 11 11 1 0 0 3 8 1 0 3 4 5 0 0 3 86
4:15 PM 13 1 11 0 0 15 10 0 0 1 3 6 7 0 2 7 12 1 0 1 90 4:20 PM 12 5 3 0 0 13 10 0 0 2 2 12 3 0 2 3 14 4 0 1 86 4:25 PM 9 5 3 0 5 15 11 1 0 1 2 10 3 0 2 5 15 6 0 2 95
4:30 PM 10 8 9 0 1 15 21 4 0 0 2 9 2 0 2 5 8 8 0 4 108
4:35 PM 12 8 6 0 2 10 16 0 0 0 3 19 7 0 4 8 8 2 0 2 107 4:40 PM 6 2 4 0 2 12 15 0 0 2 4 13 4 0 1 9 10 4 0 3 91
4:45 PM 12 4 5 0 2 10 15 3 0 0 2 8 4 0 0 6 17 2 0 4 94
4:50 PM 19 9 9 0 2 12 17 2 0 1 4 10 7 0 3 7 13 4 0 0 119 4:55 PM 6 2 4 0 6 16 18 0 0 3 4 6 7 0 2 7 10 4 0 1 96 1148 5:00 PM 9 10 12 0 0 19 19 0 0 0 4 7 2 0 3 3 19 6 0 0 113 1167 5:05 PM 5 5 4 0 4 5 4 1 0 0 8 11 6 0 0 7 14 6 0 2 82 1167 5:10 PM 16 12 10 0 2 14 14 3 1 0 3 8 4 0 3 9 9 4 0 3 115 1196 5:15 PM 13 8 6 0 1 10 15 0 0 0 3 3 2 0 3 8 18 6 0 1 97 1203 5:20 PM 7 9 10 0 0 4 16 1 0 0 2 5 5 0 5 5 14 6 0 6 95 1212 5:25 PM 2 8 6 0 1 11 28 1 0 0 3 6 3 0 5 6 13 4 0 4 101 1218 5:30 PM 10 4 6 0 6 16 20 3 0 2 1 6 4 0 0 6 18 3 0 3 108 1218 5:35 PM 8 7 2 0 3 11 10 0 0 0 1 11 3 0 0 13 7 2 0 1 79 1190 5:40 PM 12 7 4 0 2 9 9 2 0 0 2 14 4 0 3 7 26 6 0 3 110 1209 5:45 PM 11 7 4 0 7 11 13 1 0 2 3 6 3 0 1 11 20 2 0 2 104 1219 5:50 PM 16 6 8 0 3 11 17 4 0 2 2 9 5 1 2 7 22 5 0 2 122 1222 5:55 PM 16 10 11 0 3 7 15 2 1 2 0 9 5 0 2 5 13 3 0 6 110 1236 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 156 80 112 0 48 124 156 44 0 16 28 116 72 4 24 100 272 80 0 28 1460 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0
Buses
Pedestrians 0 4 0 16 20
Bicycles 0 4 0 0 0 0 0 0 0 0 0 0 4
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2105
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Towne Centre Dr -- Market Pl QC JOB #: 17046608 CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
378 238
56 175 147
464 60 92 406
137 0.95 230
293 96 84 403
178 86 119
355 383
Peak-Hour: 11:50 AM -- 12:50 PM
Peak 15-Min: 12:25 PM -- 12:40 PM

0.8 0.8

1.8 0.6 0.7

0.6 1.7 0 0.5
0 0.4

0.3 0 1.2 0.2

0.6 1.2 0

0.6 0.5
2 2 1
3 0 1 0
0 0
0 1
0 0
0 1 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Towne Centre Dr
(Northbound)
Towne Centre Dr
(Southbound)
Market Pl
(Eastbound)
Market Pl
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 16 1 3 0 1 9 14 2 0 0 4 7 2 0 1 5 12 8 0 2 87
11:05 AM 10 4 6 0 3 5 10 0 0 1 3 11 7 0 1 4 13 2 0 2 82 11:10 AM 10 5 5 0 0 9 10 1 0 0 1 7 3 0 2 3 22 1 0 2 81
11:15 AM 15 4 7 0 2 10 12 1 1 1 5 13 4 0 1 8 23 3 0 1 111 11:20 AM 10 6 6 0 2 11 19 0 0 0 1 7 2 0 2 7 24 4 0 2 103 11:25 AM 6 5 11 0 2 6 12 0 0 0 3 10 3 0 3 3 18 4 0 2 88 11:30 AM 4 1 5 0 1 10 8 1 0 0 3 6 4 0 1 6 18 8 0 3 79
11:35 AM 15 5 6 0 2 18 22 0 1 0 2 10 9 0 3 8 13 4 0 4 122 11:40 AM 10 6 11 0 2 10 7 1 0 0 2 10 5 0 1 5 21 3 0 2 96 11:45 AM 16 10 8 0 0 13 14 1 0 3 3 5 3 0 4 5 9 4 0 5 103 11:50 AM 19 8 4 0 7 13 17 1 0 3 6 10 4 0 3 11 22 6 0 4 138 11:55 AM 20 5 2 0 3 17 11 0 0 1 7 14 5 0 1 11 20 3 0 1 121 1211 12:00 PM 13 9 8 0 1 9 19 3 0 0 6 6 7 0 1 5 20 2 0 2 111 1235 12:05 PM 9 4 6 0 3 14 13 1 0 1 5 15 10 0 3 13 17 5 0 2 121 1274 12:10 PM 16 9 10 0 4 14 15 0 0 2 3 13 9 0 1 1 14 4 0 1 116 1309 12:15 PM 12 6 7 0 3 9 10 5 0 1 6 13 1 0 0 3 15 5 0 2 98 1296 12:20 PM 21 7 5 0 3 11 14 4 0 6 3 1 7 0 3 10 23 3 0 3 124 1317 12:25 PM 7 4 7 0 5 10 8 4 0 2 7 15 8 0 1 8 24 11 0 7 128 1357 12:30 PM 17 12 10 0 1 9 15 4 0 2 6 16 2 0 1 6 19 1 0 1 122 1400 12:35 PM 15 8 3 0 5 14 20 1 0 2 6 11 5 0 5 9 21 8 0 1 134 1412 12:40 PM 10 3 8 0 2 13 16 6 0 3 2 17 8 0 3 0 17 8 0 3 119 1435 12:45 PM 19 11 10 0 2 14 17 1 0 3 3 6 3 0 5 7 18 5 0 4 128 1460 12:50 PM 10 4 6 0 3 13 19 4 0 2 2 8 5 0 1 6 14 2 0 0 99 1421 12:55 PM 8 10 6 0 3 9 12 2 0 1 3 7 12 0 0 3 21 5 0 1 103 1403 1:00 PM 16 6 5 0 2 14 20 3 0 2 3 13 2 0 0 11 10 2 0 2 111 1403 1:05 PM 13 3 5 0 2 15 15 0 2 0 5 12 11 0 2 10 18 6 0 1 120 1402 1:10 PM 22 10 5 0 1 14 14 0 0 1 6 10 3 0 2 7 16 5 0 2 118 1404 1:15 PM 11 3 4 0 2 16 7 3 0 1 4 19 6 0 1 11 23 5 0 2 118 1424 1:20 PM 16 4 2 0 4 10 7 2 0 0 7 9 9 0 1 8 15 2 0 2 98 1398 1:25 PM 10 3 5 0 4 7 12 0 2 0 6 14 5 0 5 4 23 6 0 1 107 1377 1:30 PM 10 6 4 0 5 16 13 1 0 0 6 17 4 0 1 7 21 7 0 4 122 1377 1:35 PM 12 2 11 0 3 9 19 1 0 0 3 9 7 0 2 6 17 1 0 4 106 1349 1:40 PM 10 6 9 0 1 15 15 0 0 0 4 12 4 0 1 10 16 2 0 6 111 1341 1:45 PM 21 5 6 0 0 18 17 0 0 1 3 11 6 0 4 8 18 3 0 2 123 1336 1:50 PM 18 5 5 0 2 11 15 1 0 0 2 9 8 0 0 7 15 7 0 0 105 1342 1:55 PM 13 4 3 0 2 21 18 4 0 0 1 15 7 0 2 0 20 3 0 2 115 1354

Page 1 of 2 ends

Item: 11
2106
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 156 96 124 0 44 132 172 60 0 24 76 168 88 0 28 92 256 116 0 36 1668 Heavy Trucks 0 4 0 0 0 0 0 0 0 0 0 0 4
Buses
Pedestrians 8 0 4 0 12
Bicycles 0 4 0 0 0 0 0 0 0 0 0 0 4
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2107
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Market Pl QC JOB #: 17046609
CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
866 660
24 680 162
311 77 104 193
50 0.93 33
267 140 56 239
275 477 28
896 780
Peak-Hour: 4:40 PM -- 5:40 PM
Peak 15-Min: 5:25 PM -- 5:40 PM

0.3 0.6
0 0.3 0.6
1 0 0 0.5
0 3

0.4 0.7 0 0.4

0.7 0.8 0

0.3 0.8
2 0 4
3 0 0 4
4 0
1 0
1 0
0 1 1
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Market Pl
(Eastbound)
Market Pl
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 17 39 5 3 1 10 30 3 0 0 2 3 3 0 4 4 6 2 0 3 135 4:05 PM 12 45 0 3 2 12 58 3 0 3 2 0 5 0 4 8 1 6 0 2 166 4:10 PM 14 33 0 4 0 9 35 1 0 2 5 8 3 0 5 4 0 5 0 1 129
4:15 PM 11 40 1 2 0 5 35 2 0 1 3 5 5 0 7 6 2 2 0 1 128
4:20 PM 21 35 0 0 2 13 46 2 0 0 4 6 6 0 5 6 3 4 0 6 159 4:25 PM 18 30 3 1 0 6 53 2 0 0 10 7 2 0 5 3 4 1 0 3 148 4:30 PM 15 33 0 2 0 10 45 3 1 1 6 8 4 0 6 2 1 0 0 7 144 4:35 PM 17 40 2 3 0 13 64 0 0 1 3 3 6 0 10 7 1 1 1 6 178 4:40 PM 17 35 2 0 0 11 44 1 0 0 7 7 6 0 8 3 2 9 0 7 159 4:45 PM 20 25 1 2 0 16 76 0 0 1 9 1 4 0 3 4 5 2 0 9 178 4:50 PM 21 51 3 0 1 13 62 0 0 1 7 4 13 0 8 2 2 0 0 1 189 4:55 PM 7 32 2 2 2 10 69 5 1 0 4 6 3 0 11 5 3 2 0 6 170 1883 5:00 PM 31 32 0 4 2 13 46 0 0 0 3 4 4 0 8 5 1 2 0 2 157 1905 5:05 PM 15 29 0 1 1 25 64 1 0 0 7 3 4 0 7 3 6 1 0 2 169 1908 5:10 PM 10 55 1 0 0 5 45 2 0 2 9 4 8 0 7 6 3 2 0 6 165 1944 5:15 PM 38 34 1 4 0 14 64 1 0 0 3 5 1 0 3 5 0 4 0 5 182 1998 5:20 PM 18 45 0 2 0 13 58 2 1 1 8 2 1 0 2 3 5 4 0 6 171 2010 5:25 PM 30 41 2 0 1 20 44 3 0 1 4 5 6 0 10 2 1 4 1 9 184 2046 5:30 PM 19 50 5 4 1 13 52 0 0 1 16 6 2 0 8 5 2 6 0 2 192 2094 5:35 PM 28 48 2 2 1 7 56 2 0 0 0 3 7 0 6 12 3 6 0 7 190 2106 5:40 PM 26 31 3 4 0 8 48 0 0 1 6 4 2 0 3 4 2 1 0 5 148 2095 5:45 PM 33 37 1 2 0 10 52 3 0 2 14 7 5 0 7 3 6 4 0 3 189 2106 5:50 PM 30 47 1 2 1 13 32 3 1 0 5 2 3 0 7 3 0 2 0 6 158 2075 5:55 PM 24 41 0 1 0 7 28 1 0 1 9 4 8 0 7 3 4 2 0 1 141 2046 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 308 556 48 24 12 160 608 28 0 8 80 56 156 0 96 76 24 136 4 72 2452 Heavy Trucks 0 12 0 0 0 0 0 0 0 0 0 0 12
Buses
Pedestrians 8 0 0 12 20
Bicycles 0 0 0 16 0 0 16 0 4 0 0 0 36
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2108
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Market Pl QC JOB #: 17046610
CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
519 463
30 387 102
366 66 64 168
64 0.93 45
269 139 59 205
291 330 42
585 663
Peak-Hour: 11:40 AM -- 12:40 PM
Peak 15-Min: 11:45 AM -- 12:00 PM

0.6 0.9
0 0.8 0

0.3 0 0 0
0 0

0.4 0.7 0 0

0.3 1.2 0

0.7 0.8
35 4 0
4 4 7 1
0 1
0 4
1 0
2 9 4
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Market Pl
(Eastbound)
Market Pl
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 13 21 1 0 0 5 31 3 1 0 4 1 7 0 1 5 3 3 0 5 104 11:05 AM 18 24 3 0 2 9 29 2 0 3 5 6 7 0 7 8 1 4 1 1 130 11:10 AM 27 33 5 0 0 14 28 1 0 0 4 4 0 0 7 1 4 1 0 6 135 11:15 AM 30 22 1 0 0 10 25 1 0 1 5 6 2 0 17 6 5 1 0 1 133 11:20 AM 22 25 3 0 0 9 34 2 0 2 5 4 5 0 3 1 3 2 0 6 126 11:25 AM 23 23 2 0 1 9 36 3 0 2 2 3 4 0 5 5 1 3 0 6 128 11:30 AM 22 28 3 0 3 6 35 2 0 1 5 4 3 0 5 7 7 1 0 1 133 11:35 AM 16 21 3 0 0 9 22 1 0 2 3 5 6 0 11 4 2 3 0 6 114 11:40 AM 31 28 5 0 0 8 40 1 0 2 4 2 4 0 3 4 1 1 0 3 137 11:45 AM 17 27 3 0 2 9 38 4 0 0 3 6 10 0 4 6 2 3 0 3 137 11:50 AM 36 27 6 0 1 10 36 0 0 2 4 4 8 0 7 2 5 3 0 1 152 11:55 AM 24 32 2 0 0 7 34 2 0 1 7 4 2 0 9 6 10 2 0 2 144 1573 12:00 PM 21 29 3 0 1 8 25 2 1 1 3 6 5 0 5 2 5 6 0 1 124 1593 12:05 PM 23 28 0 0 0 9 27 0 1 1 7 7 8 0 5 1 0 2 0 3 122 1585 12:10 PM 14 28 5 0 1 8 30 1 0 1 4 6 7 0 10 9 3 1 0 0 128 1578 12:15 PM 19 22 2 0 0 10 22 0 1 3 10 4 6 0 2 5 2 7 0 5 120 1565 12:20 PM 31 25 2 0 0 6 31 2 0 1 4 4 8 0 3 6 6 2 0 2 133 1572 12:25 PM 36 31 3 0 1 8 35 0 0 0 8 6 4 0 9 6 5 0 0 3 155 1599 12:30 PM 17 32 2 0 1 11 31 2 0 2 3 11 4 0 4 5 3 3 0 4 135 1601 12:35 PM 22 21 2 0 0 5 38 1 0 1 9 4 6 0 6 7 3 3 0 4 132 1619 12:40 PM 21 17 3 0 0 6 45 2 0 2 6 1 6 0 5 7 3 0 0 0 124 1606 12:45 PM 22 34 2 0 0 4 37 2 0 0 5 5 4 0 3 4 3 3 0 7 135 1604 12:50 PM 26 27 4 0 1 5 29 1 0 1 7 3 5 0 8 5 2 3 0 4 131 1583 12:55 PM 24 24 1 0 2 6 30 1 2 0 3 2 2 0 8 3 2 1 0 3 114 1553 1:00 PM 18 31 2 0 1 7 28 1 0 3 8 5 5 0 9 4 3 1 0 3 129 1558 1:05 PM 19 23 2 0 1 4 34 3 1 1 3 4 2 0 10 5 4 2 0 3 121 1557 1:10 PM 15 21 0 0 0 7 33 1 0 1 6 5 9 0 7 2 2 4 0 4 117 1546 1:15 PM 29 38 3 0 0 12 23 4 0 3 4 6 13 0 7 3 4 2 0 5 156 1582 1:20 PM 27 26 3 0 3 4 30 2 0 0 3 2 6 0 7 2 3 1 0 3 122 1571 1:25 PM 17 34 2 0 0 15 23 1 0 0 9 4 6 0 9 6 6 3 0 1 136 1552 1:30 PM 18 32 0 0 0 7 39 2 0 1 2 4 4 0 13 4 1 1 0 4 132 1549 1:35 PM 16 32 3 0 0 8 31 1 0 2 9 6 0 0 10 7 2 0 0 3 130 1547 1:40 PM 22 27 4 1 2 12 36 1 0 2 7 6 4 0 9 4 2 4 0 1 144 1567 1:45 PM 20 27 1 2 0 7 24 0 0 1 2 6 9 0 8 8 6 7 0 1 129 1561 1:50 PM 20 20 4 5 0 9 30 3 0 2 4 1 3 0 9 10 2 1 0 4 127 1557 1:55 PM 12 32 2 3 0 3 28 3 0 1 9 4 9 0 10 6 2 3 0 1 128 1571

Page 1 of 2 ends

Item: 11
2109
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 308 344 56 0 12 104 432 36 0 12 56 56 160 0 80 56 68 56 0 24 1860 Heavy Trucks 0 12 0 0 4 0 0 0 0 0 0 0 16
Buses
Pedestrians 0 24 12 0 36
Bicycles 4 4 4 0 12 0 0 0 0 0 4 0 28
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2110
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Towne Centre Dr -- Entertainment QC JOB #: 17046611 CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
342 328
35 300 7
78 25 1 4
3 0.89 1
75 47 2 13
43 302 3
350 348
Peak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:45 PM -- 6:00 PM

0.3 0.6
0 0.3 0

1.3 0 0 25
0 0

1.3 2.1 50 0

2.3 0.7 0

0.9 0.9
0 0 0
0 0 0 0
0 0
0 0
0 0
1 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Towne Centre Dr
(Northbound)
Towne Centre Dr
(Southbound)
Entertainment
(Eastbound)
Entertainment
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 6 24 1 0 0 0 25 3 0 0 2 1 0 0 0 0 0 0 0 0 62
4:05 PM 5 17 0 0 0 0 17 1 0 0 1 1 1 0 0 0 0 0 0 0 43
4:10 PM 3 38 0 0 0 0 19 1 0 0 4 0 1 0 2 0 0 0 0 0 68
4:15 PM 2 19 0 0 0 0 19 2 1 0 2 0 1 0 1 1 0 0 0 0 48
4:20 PM 6 17 0 0 0 0 21 2 0 0 2 0 1 0 2 0 0 0 0 0 51
4:25 PM 3 25 0 0 0 0 17 2 0 0 0 0 1 0 4 0 0 0 0 0 52
4:30 PM 5 21 0 0 0 1 31 0 0 0 2 1 0 0 4 0 0 0 0 0 65
4:35 PM 1 21 0 0 0 1 33 0 0 1 6 0 0 0 1 0 0 1 0 1 66
4:40 PM 3 14 0 0 0 0 27 1 0 0 0 0 1 0 1 0 0 1 0 1 49
4:45 PM 6 33 0 0 0 0 22 1 0 3 2 0 1 0 0 0 0 0 0 0 68
4:50 PM 2 23 0 0 0 1 29 0 0 2 3 0 1 0 2 0 0 0 0 0 63
4:55 PM 3 18 0 0 0 0 33 0 0 0 3 0 1 0 2 0 0 0 0 0 60 695 5:00 PM 1 26 1 1 0 0 27 2 0 1 4 0 1 0 1 0 0 0 0 0 65 698 5:05 PM 2 29 1 0 0 1 16 0 0 0 0 0 2 0 1 0 1 0 0 0 53 708 5:10 PM 3 25 0 0 0 3 22 2 0 0 4 0 1 0 1 0 0 0 0 0 61 701 5:15 PM 5 29 0 0 0 0 28 2 0 1 0 1 1 0 2 0 0 0 0 0 69 722 5:20 PM 3 23 0 0 0 0 28 0 0 0 1 0 5 0 3 1 0 0 0 0 64 735 5:25 PM 2 14 0 0 0 0 37 3 0 2 0 0 1 0 2 0 0 0 0 0 61 744 5:30 PM 3 26 0 0 0 1 23 5 0 2 3 0 2 0 3 0 0 0 0 0 68 747 5:35 PM 5 19 0 0 0 0 24 2 0 0 2 0 2 0 0 0 0 0 0 0 54 735 5:40 PM 2 28 1 0 0 0 22 1 0 1 1 0 1 0 1 1 0 0 0 0 59 745 5:45 PM 6 23 0 0 0 1 20 5 0 1 0 1 3 0 3 0 0 0 0 0 63 740 5:50 PM 5 42 0 0 0 0 28 1 0 1 3 0 3 0 2 0 0 0 0 0 85 762 5:55 PM 5 18 0 0 0 1 25 2 0 1 7 1 0 0 6 0 0 0 0 1 67 769 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 64 332 0 0 0 8 292 44 0 12 40 8 68 0 44 0 0 4 0 4 920 Heavy Trucks 0 4 0 0 4 0 0 0 4 0 0 0 12
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2111
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Towne Centre Dr -- Entertainment QC JOB #: 17046612 CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
356 383
42 304 10
109 32 3 4
4 0.94 0
96 60 1 15
67 348 1
365 416
Peak-Hour: 11:50 AM -- 12:50 PM
Peak 15-Min: 11:50 AM -- 12:05 PM

0.6 1
0 0.7 0
0 0 0 0
0 0
0 0 0 0
0 1.1 0

0.5 1
0 0 1
0 2 1 0
3 0
0 0
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Towne Centre Dr
(Northbound)
Towne Centre Dr
(Southbound)
Entertainment
(Eastbound)
Entertainment
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 4 20 0 0 0 0 20 1 0 0 0 0 1 0 2 0 0 0 0 0 48
11:05 AM 4 21 0 0 0 0 21 0 0 2 1 0 1 0 2 0 0 0 0 0 52
11:10 AM 0 19 0 0 0 0 16 1 0 0 1 0 1 0 0 0 0 0 0 0 38
11:15 AM 2 29 0 0 0 0 23 3 0 1 3 0 0 0 2 0 0 0 0 0 63
11:20 AM 0 23 0 0 0 0 26 2 0 0 2 0 0 0 1 0 0 0 0 0 54
11:25 AM 7 18 0 0 0 0 16 1 0 3 1 0 0 0 0 0 0 0 0 0 46
11:30 AM 3 16 0 0 0 1 21 0 0 0 2 1 0 0 1 0 0 0 0 0 45
11:35 AM 6 26 0 0 0 0 38 1 0 1 1 0 2 0 1 0 0 0 0 0 76
11:40 AM 0 24 0 0 0 0 19 0 0 1 2 0 1 0 0 0 0 0 0 0 47
11:45 AM 5 33 0 0 0 0 24 1 0 0 0 0 0 0 0 0 0 0 0 1 64
11:50 AM 8 30 0 0 0 0 24 3 0 2 6 1 2 0 3 0 0 0 0 0 79
11:55 AM 3 31 0 0 0 2 27 7 0 0 4 0 2 0 3 0 0 0 0 1 80 692 12:00 PM 11 22 0 0 0 2 28 2 0 0 1 2 3 0 2 0 0 0 0 0 73 717 12:05 PM 4 24 0 0 0 1 32 2 0 2 1 0 2 0 5 1 0 0 0 0 74 739 12:10 PM 4 32 0 0 0 0 23 3 0 0 4 0 2 0 0 0 0 1 0 0 69 770 12:15 PM 5 31 0 0 0 1 12 2 0 1 2 0 2 0 4 0 0 0 0 0 60 767 12:20 PM 4 29 0 0 0 0 26 3 0 0 2 0 2 0 2 0 0 0 0 0 68 781 12:25 PM 7 32 0 0 0 1 25 3 0 1 2 0 2 0 2 0 0 0 0 0 75 810 12:30 PM 4 31 0 0 0 0 23 1 0 1 3 0 2 0 5 0 0 0 0 0 70 835 12:35 PM 7 26 0 0 0 1 29 3 0 2 1 0 4 0 2 0 0 0 0 0 75 834 12:40 PM 5 25 1 0 0 1 27 0 0 1 0 0 2 0 3 0 0 0 0 0 65 852 12:45 PM 5 35 0 0 0 1 28 2 0 1 6 1 0 0 4 0 0 0 0 1 84 872 12:50 PM 1 20 1 0 0 0 27 2 0 1 2 3 0 0 2 0 0 0 0 1 60 853 12:55 PM 2 28 0 0 0 0 29 0 0 0 3 0 0 0 0 0 0 0 0 0 62 835 1:00 PM 0 21 1 0 0 0 26 3 0 1 1 0 5 0 1 0 0 0 0 0 59 821 1:05 PM 5 31 0 0 0 0 35 1 0 1 1 0 1 0 4 0 0 0 0 0 79 826 1:10 PM 3 30 0 0 0 0 28 1 0 0 1 0 2 0 3 0 1 0 0 0 69 826 1:15 PM 5 22 0 0 0 0 20 1 0 1 0 0 1 0 3 0 0 1 0 0 54 820 1:20 PM 2 19 0 0 0 2 24 3 0 0 4 0 0 0 4 0 0 0 0 0 58 810 1:25 PM 4 24 0 0 0 0 22 1 0 2 1 0 2 0 4 0 0 0 0 1 61 796 1:30 PM 4 23 0 0 0 0 23 2 0 0 5 0 2 0 2 0 0 0 0 0 61 787 1:35 PM 0 18 0 0 0 0 33 1 0 0 4 0 3 0 2 1 0 0 0 0 62 774 1:40 PM 3 27 0 0 0 0 27 2 0 0 4 1 2 0 2 0 0 0 0 0 68 777 1:45 PM 4 25 0 0 0 1 33 2 0 0 4 1 0 0 3 0 0 0 0 0 73 766 1:50 PM 3 25 0 0 0 0 26 3 0 1 3 5 3 0 4 0 0 0 0 0 73 779 1:55 PM 4 16 0 0 0 0 23 2 0 0 4 0 2 0 3 0 0 0 0 0 54 771

Page 1 of 2 ends

Item: 11
2112
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 88 332 0 0 0 16 316 56 0 8 44 12 60 0 32 0 0 4 0 4 972 Heavy Trucks 0 0 0 0 4 0 0 0 0 0 0 0 4
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 4 0 0 0 0 0 0 4
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2113
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Towne Centre Dr -- Bake Pkwy QC JOB #: 17046613 CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
493 477
287 154 52
912 238 87 652
659 0.97 519
1003 106 46 768
105 153 52
301 310
Peak-Hour: 4:55 PM -- 5:55 PM
Peak 15-Min: 5:25 PM -- 5:40 PM
1 0.8

0.7 1.3 1.9

1.3 0.8 1.1 1.5

0.3 1.7

0.4 0 0 0.4
1 0.7 0

0.7 0.6
3 0 1
0 2 0 0
2 1
0 1
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Towne Centre Dr
(Northbound)
Towne Centre Dr
(Southbound)
Bake Pkwy
(Eastbound)
Bake Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 3 19 0 0 3 1 6 8 0 10 17 48 14 0 2 4 45 2 0 2 184 4:05 PM 6 6 2 0 3 3 9 5 0 13 26 57 16 0 0 3 33 5 0 3 190 4:10 PM 9 14 2 0 3 4 20 8 0 13 22 30 9 0 1 1 38 0 1 1 176 4:15 PM 7 9 3 0 1 1 6 4 0 22 12 48 10 0 0 4 50 6 1 3 187 4:20 PM 5 11 2 0 2 2 8 6 0 14 20 46 12 0 0 1 32 4 0 0 165 4:25 PM 8 19 5 0 2 4 11 10 0 12 16 48 8 0 0 2 32 2 0 3 182 4:30 PM 8 4 1 0 1 5 13 10 0 16 15 47 8 0 1 5 37 3 0 2 176 4:35 PM 4 13 4 0 0 1 11 7 0 22 14 61 9 1 1 3 35 1 0 2 189 4:40 PM 7 14 5 0 2 6 8 10 0 19 18 55 7 0 1 0 25 2 0 3 182 4:45 PM 4 12 2 0 4 3 16 7 0 11 29 61 8 0 2 0 39 4 0 4 206 4:50 PM 3 5 4 0 2 2 9 11 0 20 17 62 7 0 0 5 34 4 0 1 186 4:55 PM 9 4 2 0 0 3 17 7 0 20 21 72 5 0 1 3 35 5 1 3 208 2231 5:00 PM 8 16 2 0 1 6 18 10 0 15 15 65 10 0 0 3 33 1 0 2 205 2252 5:05 PM 4 16 2 0 3 3 12 4 0 11 20 61 8 0 1 4 55 3 0 1 208 2270 5:10 PM 3 10 3 0 5 4 9 7 0 11 30 65 9 0 0 4 46 2 0 3 211 2305 5:15 PM 8 14 1 0 1 8 16 10 0 14 15 43 9 0 2 2 34 4 0 1 182 2300 5:20 PM 13 12 4 0 3 3 10 5 0 21 20 50 9 0 1 5 44 1 0 4 205 2340 5:25 PM 13 9 3 0 4 8 15 12 0 21 17 66 5 0 1 2 35 4 0 4 219 2377 5:30 PM 13 18 3 0 0 2 9 8 0 14 11 57 10 0 4 0 42 5 0 3 199 2400 5:35 PM 11 11 2 0 1 3 13 8 0 13 11 53 8 0 2 6 60 9 0 2 213 2424 5:40 PM 6 17 1 0 1 0 15 8 0 22 24 46 7 0 0 6 46 3 1 5 208 2450 5:45 PM 6 11 1 0 2 4 6 3 0 14 36 47 3 1 0 2 46 2 2 4 190 2434 5:50 PM 11 15 3 0 4 8 14 13 0 16 17 34 9 0 2 4 43 8 1 8 210 2458 5:55 PM 7 8 3 0 1 1 18 10 0 14 12 50 7 0 0 1 55 8 0 1 196 2446 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 148 152 52 0 20 52 148 304 0 192 156 704 120 0 28 32 548 108 0 36 2800 Heavy Trucks 4 0 0 0 4 0 0 4 0 0 4 0 16
Buses
Pedestrians 0 4 0 0 4
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2114
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Towne Centre Dr -- Bake Pkwy QC JOB #: 17046614 CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
464 518
317 118 29
926 290 75 675
422 0.99 553
790 78 47 509
56 153 53
238 262
Peak-Hour: 11:50 AM -- 12:50 PM
Peak 15-Min: 12:35 PM -- 12:50 PM
0 0.8
0 0 0

0.3 0.7 0 0.4
0 0.5

0.3 0 0 0
0 1.3 0
0 0.8
1 0 0
2 3 0 0
1 0
0 0
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Towne Centre Dr
(Northbound)
Towne Centre Dr
(Southbound)
Bake Pkwy
(Eastbound)
Bake Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 5 17 4 0 2 1 12 7 0 8 13 31 8 1 1 1 36 2 0 4 153 11:05 AM 7 3 1 0 2 1 4 9 0 9 16 41 6 0 1 0 47 2 1 3 153 11:10 AM 3 14 2 0 0 6 8 6 0 9 19 22 3 0 0 3 37 4 1 1 138 11:15 AM 8 1 1 0 4 0 7 5 0 13 24 36 5 0 1 2 40 4 1 4 156 11:20 AM 8 18 3 0 2 3 13 7 0 14 10 27 6 0 2 2 34 4 0 1 154 11:25 AM 8 10 3 0 0 4 5 5 0 10 20 38 4 0 0 0 46 7 0 4 164 11:30 AM 4 15 5 0 1 5 4 6 0 12 19 36 7 0 0 4 37 1 1 4 161 11:35 AM 4 6 2 0 3 3 8 9 0 25 22 37 11 0 0 6 38 4 1 4 183 11:40 AM 7 15 4 0 2 2 9 4 0 16 18 33 6 0 1 1 39 2 0 1 160 11:45 AM 3 9 0 0 3 2 3 10 0 15 27 32 9 0 0 0 51 4 0 5 173 11:50 AM 3 20 5 0 3 0 10 13 0 16 30 38 6 0 1 5 34 0 0 5 189 11:55 AM 5 14 1 0 2 1 7 2 0 18 20 37 12 0 0 3 48 4 1 4 179 1963 12:00 PM 10 19 4 0 2 3 11 18 0 14 22 29 4 0 0 4 38 1 0 2 181 1991 12:05 PM 2 4 0 0 4 1 9 12 0 21 27 45 5 0 1 2 44 2 0 3 182 2020 12:10 PM 4 18 2 0 1 4 15 7 0 19 24 20 7 0 5 3 50 3 1 2 185 2067 12:15 PM 2 7 0 0 3 1 4 8 0 11 28 38 9 0 0 3 56 5 0 4 179 2090 12:20 PM 8 14 1 0 4 8 14 8 0 16 23 27 3 0 3 3 46 1 1 4 184 2120 12:25 PM 2 8 1 0 3 2 4 10 0 12 30 36 2 0 1 5 56 1 1 4 178 2134 12:30 PM 11 13 0 0 0 5 17 13 0 15 27 32 4 0 1 3 34 2 1 1 179 2152 12:35 PM 0 11 3 0 1 2 10 9 0 13 15 47 2 0 1 4 52 4 0 4 178 2147 12:40 PM 4 15 3 0 1 1 14 19 0 16 20 24 3 0 1 3 39 5 0 7 175 2162 12:45 PM 5 10 3 0 6 1 3 10 0 17 24 49 7 0 0 4 56 4 0 3 202 2191 12:50 PM 3 15 0 0 3 3 17 10 0 10 13 30 5 0 0 2 34 2 0 1 148 2150 12:55 PM 9 7 2 0 2 2 6 13 0 25 24 36 3 0 1 3 51 0 0 5 189 2160 1:00 PM 10 16 3 0 0 2 16 11 0 18 12 34 2 0 0 4 36 1 2 1 168 2147 1:05 PM 4 16 0 0 2 5 9 18 0 11 28 46 7 0 4 1 60 3 0 4 218 2183 1:10 PM 3 20 2 0 2 7 9 14 0 11 17 22 3 1 1 5 44 7 1 3 172 2170 1:15 PM 4 3 1 0 5 5 7 2 0 16 25 47 3 0 0 1 49 4 0 3 175 2166 1:20 PM 4 6 0 0 1 0 11 9 0 20 16 27 5 0 0 3 38 6 3 1 150 2132 1:25 PM 5 8 3 0 0 4 7 5 0 13 24 35 3 0 1 3 35 1 0 3 150 2104 1:30 PM 7 14 6 0 0 6 10 11 0 13 15 34 6 0 1 4 28 1 0 3 159 2084 1:35 PM 1 7 0 0 8 4 6 19 0 18 15 43 4 0 0 0 64 2 0 2 193 2099 1:40 PM 3 16 0 0 2 5 10 12 0 14 26 43 7 0 0 3 38 4 0 1 184 2108 1:45 PM 2 4 2 1 5 1 10 11 0 15 13 43 10 2 0 1 31 4 0 0 155 2061 1:50 PM 5 10 1 0 2 0 19 16 0 10 18 29 5 0 1 2 34 1 0 5 158 2071 1:55 PM 6 6 3 0 0 1 7 10 0 16 11 55 2 0 0 3 59 3 0 5 187 2069

Page 1 of 2 ends

Item: 11
2115
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 36 144 68 0 32 16 108 336 0 184 236 480 56 0 8 44 588 108 0 56 2500 Heavy Trucks 0 0 0 0 0 0 8 0 0 0 4 0 12
Buses
Pedestrians 8 0 0 0 8
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2116
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Bake Pkwy QC JOB #: 17046615
CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
1052 879
91 612 349
559 108 184 534
366 0.96 225
688 214 125 771
242 579 66
952 887
Peak-Hour: 4:40 PM -- 5:40 PM
Peak 15-Min: 4:50 PM -- 5:05 PM

0.3 0.7
0 0.5 0

1.6 0 0.5 0.6

0.3 0.4

0.3 0.5 0.8 0.3

3.3 0.9 1.5

0.5 1.6
0 2 12
5 0 1 1
2 0
0 0
1 0
0 0 1
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Bake Pkwy
(Eastbound)
Bake Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 24 54 1 0 0 10 43 1 0 7 11 6 6 0 8 15 16 1 0 11 214 4:05 PM 14 41 6 0 0 20 36 8 0 2 20 24 14 0 3 5 15 4 0 10 222 4:10 PM 17 40 4 1 2 19 64 5 0 3 8 20 6 0 6 5 17 1 0 8 226 4:15 PM 33 41 1 0 1 11 44 2 3 4 7 18 10 0 5 6 21 7 0 8 222 4:20 PM 11 29 2 0 3 8 41 1 1 3 13 19 2 0 7 14 12 7 0 6 179 4:25 PM 21 41 7 0 0 18 64 3 3 5 5 11 5 0 8 8 12 4 0 12 227 4:30 PM 23 53 2 0 2 27 38 8 1 2 11 27 6 0 5 5 14 2 0 8 234 4:35 PM 29 31 3 0 5 28 54 2 0 5 6 19 8 0 4 13 18 3 0 7 235 4:40 PM 13 44 6 0 3 39 45 5 1 3 8 47 13 0 5 8 8 7 0 4 259 4:45 PM 23 34 3 0 1 33 36 3 3 7 6 30 11 0 3 7 15 5 0 7 227 4:50 PM 22 72 5 1 3 41 49 3 0 5 9 24 8 0 3 17 17 3 0 5 287 4:55 PM 21 43 2 0 3 36 47 1 0 4 11 58 6 1 5 7 11 7 0 5 268 2800 5:00 PM 17 42 2 0 2 39 68 5 1 3 7 36 11 0 6 4 11 2 0 12 268 2854 5:05 PM 27 51 4 0 4 32 40 1 1 5 11 23 12 1 8 8 23 5 0 4 260 2892 5:10 PM 15 34 1 0 2 24 48 0 0 5 12 33 17 0 7 9 19 8 0 8 242 2908 5:15 PM 18 53 4 0 1 23 73 4 1 2 4 22 14 0 7 10 20 10 0 4 270 2956 5:20 PM 23 64 6 0 1 23 50 3 1 2 7 18 9 0 9 12 21 1 0 13 263 3040 5:25 PM 21 47 3 0 1 22 42 1 0 8 5 33 18 0 7 20 29 17 0 10 284 3097 5:30 PM 14 48 3 0 1 10 60 3 2 4 16 24 10 0 5 17 17 14 0 12 260 3123 5:35 PM 27 47 4 0 1 17 54 4 0 10 10 18 13 0 7 6 34 9 0 12 273 3161 5:40 PM 19 33 4 0 3 19 45 3 1 4 7 14 9 0 4 17 32 9 0 17 240 3142 5:45 PM 10 32 1 0 1 10 50 5 1 1 9 16 17 1 4 18 23 14 0 15 228 3143 5:50 PM 25 50 3 0 1 18 63 3 0 6 7 11 3 0 4 14 26 13 0 18 265 3121 5:55 PM 21 36 2 0 2 11 36 1 0 5 12 14 9 0 4 20 43 19 0 10 245 3098 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 240 628 68 4 32 464 656 84 4 48 108 472 156 4 56 112 156 136 0 88 3516 Heavy Trucks 8 4 0 0 0 0 0 0 0 0 4 0 16
Buses
Pedestrians 0 0 0 16 16
Bicycles 0 0 0 0 0 0 4 0 0 0 0 0 4
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2117
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Bake Pkwy QC JOB #: 17046616
CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
786 749
116 530 140
633 97 115 436
106 0.95 231
341 138 90 268
286 531 28
758 845
Peak-Hour: 11:55 AM -- 12:55 PM
Peak 15-Min: 12:40 PM -- 12:55 PM

0.6 0.7

0.9 0.8 0

0.2 0 0 0
0 0

0.3 0.7 0 0.4
0 0.9 3.6

0.7 0.7
1 5 4
0 0 6 0
0 7
0 0
0 1
0 2 17
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Bake Pkwy
(Eastbound)
Bake Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 26 40 0 0 0 8 37 0 1 9 10 7 4 0 1 6 14 7 0 7 177 11:05 AM 14 31 0 0 0 11 38 4 0 3 9 11 6 0 0 10 28 5 0 8 178 11:10 AM 16 59 3 0 2 11 33 6 0 4 5 9 3 0 4 7 12 0 0 7 181 11:15 AM 8 27 3 0 0 16 31 9 1 4 6 14 9 0 0 20 21 5 0 1 175 11:20 AM 23 44 1 0 3 11 39 3 0 1 11 10 7 0 0 9 15 4 0 9 190 11:25 AM 12 32 2 0 0 8 34 5 0 10 8 11 3 0 3 9 23 4 0 3 167 11:30 AM 28 63 4 0 0 10 39 6 1 7 9 14 7 0 5 9 14 7 0 3 226 11:35 AM 18 23 1 0 1 8 40 3 1 5 10 10 8 0 3 11 19 3 0 7 171 11:40 AM 25 58 1 0 0 6 49 9 0 1 12 10 8 0 0 14 14 3 0 5 215 11:45 AM 9 38 2 0 0 9 46 6 2 2 7 4 8 0 1 15 18 7 0 2 176 11:50 AM 32 57 0 0 1 7 39 8 0 0 16 9 14 0 1 10 12 4 0 7 217 11:55 AM 24 49 1 0 0 10 40 5 0 5 5 8 4 0 7 10 24 6 0 5 203 2276 12:00 PM 34 54 0 0 1 10 46 5 0 6 8 7 9 0 3 2 11 8 0 6 210 2309 12:05 PM 11 21 2 0 1 12 30 4 1 5 13 7 13 0 2 9 22 7 0 7 167 2298 12:10 PM 42 49 6 0 1 13 56 9 1 10 4 5 7 0 4 9 17 0 0 4 237 2354 12:15 PM 18 35 2 0 2 7 31 2 0 5 4 9 12 0 0 4 19 10 0 2 162 2341 12:20 PM 41 64 0 0 0 8 50 3 0 4 9 10 3 0 3 7 18 5 0 3 228 2379 12:25 PM 8 28 1 0 1 18 42 3 1 6 6 9 11 0 2 6 17 7 0 3 169 2381 12:30 PM 24 59 3 0 1 8 49 5 1 7 12 8 7 0 4 8 7 3 0 10 216 2371 12:35 PM 8 26 0 0 1 10 38 0 1 7 8 18 10 0 2 15 32 3 0 1 180 2380 12:40 PM 29 53 1 0 1 15 57 3 1 9 8 7 8 0 1 5 24 3 0 3 228 2393 12:45 PM 23 27 1 0 2 12 38 4 0 4 9 12 12 0 2 8 25 3 0 5 187 2404 12:50 PM 24 66 0 0 0 11 53 2 0 3 11 6 10 0 2 7 15 6 0 5 221 2408 12:55 PM 18 28 0 0 2 14 39 8 2 5 5 10 10 0 3 12 15 3 0 5 179 2384 1:00 PM 19 43 1 0 0 12 47 4 2 7 9 5 12 0 1 4 14 7 0 9 196 2370 1:05 PM 21 24 1 0 0 8 40 4 2 5 5 14 11 0 3 10 26 5 0 6 185 2388 1:10 PM 29 44 0 0 0 15 58 2 0 6 7 10 6 0 2 2 17 3 0 9 210 2361 1:15 PM 22 37 2 0 0 11 33 2 0 5 8 15 16 0 1 8 20 6 0 6 192 2391 1:20 PM 33 65 3 0 0 16 40 2 0 5 6 15 5 0 2 5 10 4 0 4 215 2378 1:25 PM 15 30 3 0 0 17 36 3 0 1 4 8 9 0 3 12 14 6 0 6 167 2376 1:30 PM 22 46 1 0 1 9 51 1 1 8 9 9 14 0 3 11 11 3 0 6 206 2366 1:35 PM 20 28 2 0 0 6 42 5 3 6 8 9 10 0 5 8 30 12 0 2 196 2382 1:40 PM 19 41 2 0 1 11 58 2 3 3 16 10 16 0 1 5 7 2 0 6 203 2357 1:45 PM 7 39 1 0 0 8 39 1 1 4 3 12 14 0 1 13 18 1 0 4 166 2336 1:50 PM 29 64 1 0 0 5 53 4 0 3 9 10 10 0 1 4 14 1 0 3 211 2326 1:55 PM 20 18 1 0 0 15 49 2 2 6 9 13 14 0 1 8 29 3 0 1 191 2338

Page 1 of 2 ends

Item: 11
2118
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 304 584 20 0 12 152 592 100 4 64 112 100 140 0 20 80 256 100 0 52 2692 Heavy Trucks 0 4 0 0 8 0 0 0 4 0 0 0 16
Buses
Pedestrians 0 0 12 8 20
Bicycles 0 0 8 0 0 0 0 0 0 4 0 4 16
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2119
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Towne Centre Dr -- Lake Forest Dr QC JOB #: 17046617 CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
340 248
210 116 14
612 160 24 354
399 0.95 328
615 56 2 416
74 64 3
174 141
Peak-Hour: 4:25 PM -- 5:25 PM
Peak 15-Min: 4:55 PM -- 5:10 PM

0.3 0.4
0 0.9 0

0.8 0.6 0 1.1

0.5 1.2
1 5.4 0 0.5

1.4 0 0

2.3 0.7
0 0 1
0 0 0 1
0 1
0 1
0 0
1 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Towne Centre Dr
(Northbound)
Towne Centre Dr
(Southbound)
Lake Forest Dr
(Eastbound)
Lake Forest Dr
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 4 2 0 0 0 1 9 6 0 10 24 36 7 0 0 0 23 1 0 1 124 4:05 PM 9 2 0 0 0 1 11 4 0 16 14 32 3 0 1 0 35 0 0 2 130 4:10 PM 7 2 0 0 0 1 8 4 0 14 11 37 6 0 2 0 29 0 0 0 121 4:15 PM 2 7 0 0 0 0 12 2 0 13 18 26 5 0 0 0 33 3 0 0 121 4:20 PM 5 5 0 0 0 1 15 1 0 8 21 32 4 0 1 1 21 0 0 3 118 4:25 PM 4 6 0 0 0 1 6 7 0 10 19 38 4 0 2 0 28 0 0 4 129 4:30 PM 11 5 0 0 0 1 14 3 0 10 15 29 2 0 1 0 29 4 0 1 125 4:35 PM 9 4 0 0 0 2 14 2 0 13 13 35 2 0 1 0 25 0 0 3 123 4:40 PM 4 10 0 0 1 1 16 6 0 4 5 31 2 0 2 0 31 1 0 1 115 4:45 PM 5 7 0 0 0 1 0 8 0 8 14 35 2 0 0 0 20 1 0 1 102
4:50 PM 3 6 0 0 0 3 10 4 0 17 4 37 3 0 0 0 24 0 0 0 111 4:55 PM 2 5 0 0 0 1 12 4 0 11 16 23 5 0 1 0 37 1 0 0 118 1437 5:00 PM 4 8 1 0 0 2 11 7 0 14 11 45 3 0 1 0 23 0 0 2 132 1445 5:05 PM 11 3 0 0 0 0 12 10 0 14 18 29 5 0 2 1 26 1 0 0 132 1447 5:10 PM 8 1 1 0 0 1 7 10 0 16 13 25 4 0 0 0 30 1 0 1 118 1444 5:15 PM 7 3 0 0 0 1 4 10 0 7 12 34 3 0 1 1 33 0 0 0 116 1439 5:20 PM 6 6 0 0 0 0 10 4 0 11 20 38 9 0 1 0 22 1 0 1 129 1450 5:25 PM 4 8 0 0 0 0 11 10 0 16 14 36 2 0 1 0 22 0 0 2 126 1447 5:30 PM 4 5 0 0 0 1 7 5 0 8 10 23 4 0 0 0 30 0 0 1 98 1420 5:35 PM 2 4 0 0 0 0 8 4 0 16 15 30 5 0 1 0 27 1 0 2 115 1412 5:40 PM 4 8 0 0 0 1 10 2 0 15 18 25 1 0 0 0 31 0 0 0 115 1412 5:45 PM 3 5 0 0 0 0 5 5 0 6 10 24 7 0 0 2 24 2 0 0 93 1403 5:50 PM 5 4 0 0 0 0 7 2 0 8 15 36 3 0 1 2 25 4 0 1 113 1405 5:55 PM 4 1 0 0 0 0 12 6 0 9 9 23 0 0 1 1 24 0 0 0 90 1377 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 68 64 4 0 0 12 140 240 0 156 180 388 68 0 16 4 344 16 0 8 1708 Heavy Trucks 0 0 0 0 4 0 0 0 12 0 4 0 20
Buses
Pedestrians 0 0 0 4 4
Bicycles 0 0 0 4 0 0 0 0 0 0 0 0 4
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2120
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Towne Centre Dr -- Lake Forest Dr QC JOB #: 17046618 CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
180 239
114 63 3
440 176 31 337
227 0.91 305
430 27 1 234
18 35 4
91 57
Peak-Hour: 11:00 AM -- 12:00 PM
Peak 15-Min: 11:10 AM -- 11:25 AM

0.6 0.4

0.9 0 0

1.4 0.6 0 1.5
0 1.6

0.5 3.7 0 0
0 0 0

1.1 0
3 2 0
0 0 0 0
0 1
0 0
0 0
2 2 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Towne Centre Dr
(Northbound)
Towne Centre Dr
(Southbound)
Lake Forest Dr
(Eastbound)
Lake Forest Dr
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 2 5 0 0 0 0 3 2 0 9 18 15 0 0 2 0 33 0 0 1 90
11:05 AM 2 2 0 0 0 0 5 8 0 5 9 23 1 1 0 0 25 1 0 1 83
11:10 AM 1 2 0 0 0 0 6 0 0 4 10 27 3 0 0 0 27 2 0 2 84
11:15 AM 4 4 1 0 1 0 3 5 0 8 6 17 2 0 1 0 25 0 0 1 78
11:20 AM 1 2 0 0 0 0 3 2 0 10 15 32 5 0 1 0 38 3 0 1 113 11:25 AM 2 4 0 0 0 0 8 3 0 5 12 11 1 0 2 0 24 4 0 1 77
11:30 AM 0 2 0 0 0 0 6 4 0 3 12 19 1 0 0 1 20 1 0 0 69
11:35 AM 0 5 0 0 1 0 5 4 0 8 19 21 2 2 0 0 29 2 0 1 99
11:40 AM 2 0 0 0 0 2 8 2 0 4 20 16 0 0 1 0 21 1 0 0 77
11:45 AM 1 3 0 0 0 0 5 2 0 4 16 17 2 0 0 0 22 2 0 0 74
11:50 AM 2 5 0 0 0 0 5 2 0 8 19 14 2 0 0 0 24 2 0 1 84
11:55 AM 1 1 1 0 0 1 6 8 0 4 17 15 0 0 1 0 17 0 0 4 76 1004 12:00 PM 1 1 0 0 0 0 10 1 0 3 18 22 0 0 0 0 21 0 0 0 77 991 12:05 PM 1 1 0 0 0 0 2 2 0 10 11 16 0 0 0 0 21 0 0 1 65 973 12:10 PM 1 4 0 0 0 2 10 5 0 9 13 24 2 0 0 0 22 0 0 1 93 982 12:15 PM 3 0 1 0 0 0 5 5 0 1 9 15 1 0 0 0 19 1 0 0 60 964 12:20 PM 2 7 1 0 0 0 7 1 0 9 9 17 1 0 0 0 27 1 0 0 82 933 12:25 PM 3 3 1 0 0 1 7 6 0 8 10 18 1 0 0 0 32 1 0 1 92 948 12:30 PM 1 3 0 0 0 0 7 3 0 18 10 17 2 0 1 0 20 3 0 3 88 967 12:35 PM 2 4 0 0 0 0 4 2 0 6 20 24 7 0 0 0 14 2 0 0 85 953 12:40 PM 2 5 0 0 0 1 9 2 0 6 16 18 3 0 0 0 18 0 0 3 83 959 12:45 PM 1 2 0 0 0 0 3 4 0 6 15 34 5 0 1 0 17 0 0 2 90 975 12:50 PM 3 1 0 0 0 0 11 0 0 10 9 20 0 0 0 0 28 1 0 1 84 975 12:55 PM 2 4 0 0 0 0 10 5 0 8 13 16 3 0 0 1 16 1 0 2 81 980 1:00 PM 2 2 0 0 0 2 5 1 0 7 6 13 0 1 1 0 24 1 0 0 65 968 1:05 PM 2 1 0 0 0 0 5 5 0 7 24 16 4 0 2 0 26 2 0 0 94 997 1:10 PM 4 1 0 0 0 0 6 1 0 7 17 13 3 1 0 0 21 1 0 0 75 979 1:15 PM 0 0 0 0 0 0 5 3 0 7 12 12 2 0 0 0 32 0 0 0 73 992 1:20 PM 5 2 0 0 1 1 5 1 0 11 3 17 5 0 0 0 25 0 0 0 76 986 1:25 PM 2 2 0 0 0 1 8 3 0 6 19 20 2 0 0 0 31 0 1 1 96 990 1:30 PM 4 6 0 0 0 0 5 6 0 8 9 28 2 1 0 0 23 1 0 0 93 995 1:35 PM 4 2 0 0 0 0 3 8 0 5 18 20 2 1 0 0 19 0 0 1 83 993 1:40 PM 4 2 0 0 0 1 6 2 0 10 12 19 1 1 0 0 17 1 0 0 76 986 1:45 PM 4 4 0 0 0 0 4 9 0 8 10 13 3 0 0 0 35 1 0 0 91 987 1:50 PM 0 0 0 0 0 0 4 3 0 6 9 20 0 0 1 0 29 0 0 0 72 975 1:55 PM 2 3 0 0 0 1 4 5 0 6 7 19 2 0 0 1 24 1 0 0 75 969

Page 1 of 2 ends

Item: 11
2121
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 24 32 8 0 4 0 48 116 0 88 124 304 48 0 8 0 360 36 0 16 1216 Heavy Trucks 0 0 0 0 0 4 0 0 0 0 4 0 8
Buses
Pedestrians 0 12 8 0 20
Bicycles 0 8 0 0 0 0 0 0 0 0 0 0 8
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2122
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Lake Forest Dr QC JOB #: 17046619 CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
992 924
64 916 12
341 74 34 331
181 0.93 123
396 141 174 375
153 816 183
1231 1152
Peak-Hour: 4:40 PM -- 5:40 PM
Peak 15-Min: 5:10 PM -- 5:25 PM

0.6 1.3
0 0.7 0

0.9 0 0 0

0.6 0

0.3 0 0 0.3
2 1.5 0

0.5 1.3
1 2 4
0 0 2 0
0 0
0 0
1 2
2 1 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Lake Forest Dr
(Eastbound)
Lake Forest Dr
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 12 51 8 0 10 1 79 4 0 7 8 10 5 0 10 17 4 2 0 1 229 4:05 PM 17 60 11 0 7 0 54 1 0 3 9 11 13 0 3 8 21 0 0 2 220 4:10 PM 11 64 14 2 3 0 68 2 0 2 9 15 11 0 4 20 7 0 0 1 233 4:15 PM 8 50 6 0 3 1 72 11 0 1 6 9 1 0 7 13 12 0 0 0 200 4:20 PM 15 61 18 0 3 1 61 0 0 3 4 20 8 0 2 8 12 1 0 5 222 4:25 PM 16 39 7 0 6 2 45 9 0 2 9 19 6 0 7 12 8 0 0 3 190 4:30 PM 14 61 12 0 6 2 63 3 1 4 7 9 1 0 8 19 6 0 0 3 219 4:35 PM 16 65 7 0 5 0 70 4 0 2 8 23 7 0 4 16 12 0 0 1 240 4:40 PM 14 57 8 0 9 2 69 4 0 2 5 17 4 0 10 14 12 0 0 1 228 4:45 PM 9 78 12 0 9 0 68 4 0 0 6 16 1 0 4 16 8 0 0 1 232 4:50 PM 15 76 11 0 5 1 56 5 0 3 11 23 8 0 6 13 7 1 0 4 245 4:55 PM 8 63 14 0 0 0 73 6 0 2 8 11 1 0 5 13 15 0 0 2 221 2679 5:00 PM 13 67 14 0 3 2 83 1 0 0 4 25 3 0 13 15 9 1 0 2 255 2705 5:05 PM 15 54 15 0 4 2 45 1 0 6 8 11 8 0 5 14 11 2 0 4 205 2690 5:10 PM 9 65 8 0 15 0 98 3 1 0 4 12 2 1 7 13 11 1 0 1 251 2708 5:15 PM 21 70 4 0 6 0 80 7 0 0 2 17 7 0 8 8 12 0 0 5 247 2755 5:20 PM 8 72 8 0 7 0 95 7 0 0 9 11 4 0 10 26 10 0 0 6 273 2806 5:25 PM 14 67 11 0 2 2 48 3 0 1 8 24 9 0 1 12 11 0 0 3 216 2832 5:30 PM 12 58 6 0 4 1 100 2 0 0 4 5 8 0 7 17 10 0 0 0 234 2847 5:35 PM 15 89 6 0 2 1 101 6 0 1 4 9 5 0 5 13 7 0 0 0 264 2871 5:40 PM 7 39 5 0 3 1 56 2 0 4 9 13 7 0 4 21 20 0 0 2 193 2836 5:45 PM 16 36 7 0 6 1 79 4 0 2 5 8 7 0 4 18 10 0 0 2 205 2809 5:50 PM 10 66 8 0 4 2 91 3 0 2 7 10 1 0 15 23 7 1 0 4 254 2818 5:55 PM 9 79 20 0 1 1 61 1 0 7 5 9 4 0 6 11 9 0 0 5 228 2825 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 152 828 192 0 112 0 1092 68 4 0 60 160 152 4 100 188 132 52 0 48 3344 Heavy Trucks 8 8 0 0 12 0 0 0 0 0 0 0 28
Buses
Pedestrians 0 0 0 0 0
Bicycles 4 0 0 0 4 0 0 0 4 4 0 0 16
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2123
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Lake Forest Dr QC JOB #: 17046620 CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
812 806
75 731 6
298 51 12 192
86 0.96 89
229 92 91 222
134 742 131
914 1007
Peak-Hour: 12:40 PM -- 1:40 PM
Peak 15-Min: 12:40 PM -- 12:55 PM

0.5 0.9

1.3 0.4 0

0.7 2 0 0
0 0

1.3 2.2 0 0

0.7 0.8 0

0.5 0.7
0 1 1
0 0 1 0
0 4
0 0
0 0
0 2 4
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Lake Forest Dr
(Eastbound)
Lake Forest Dr
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 15 44 5 0 6 0 31 6 0 3 7 3 1 0 6 10 11 1 0 1 150 11:05 AM 11 63 6 0 1 1 42 1 0 4 2 11 2 0 5 12 15 0 0 1 177 11:10 AM 12 58 5 0 5 1 58 5 0 1 6 6 6 0 5 10 7 0 0 0 185 11:15 AM 17 54 14 0 0 0 52 6 0 1 3 13 3 0 4 14 9 0 0 0 190 11:20 AM 19 47 9 0 0 1 34 3 0 6 6 11 2 0 7 10 7 0 0 0 162 11:25 AM 15 74 8 0 3 2 57 1 0 5 6 7 4 0 1 10 8 0 0 0 201 11:30 AM 2 55 8 0 1 0 42 2 0 2 4 9 1 0 5 11 17 1 0 1 161 11:35 AM 17 52 4 0 0 0 44 4 0 0 9 7 2 0 3 4 9 0 0 1 156 11:40 AM 11 85 8 0 0 1 81 6 0 2 2 6 5 0 5 11 4 0 0 0 227 11:45 AM 5 35 3 0 0 1 79 6 0 1 4 5 2 0 5 5 10 0 0 0 161 11:50 AM 14 82 8 0 1 1 52 4 0 3 3 3 1 0 3 5 7 1 0 1 189 11:55 AM 11 78 2 0 1 0 63 5 1 1 7 3 4 0 2 3 3 0 0 0 184 2143 12:00 PM 10 69 6 0 1 0 48 3 0 2 5 12 4 0 4 10 5 1 0 0 180 2173 12:05 PM 12 61 10 0 0 1 57 5 0 1 4 3 6 0 5 9 8 1 0 0 183 2179 12:10 PM 12 63 4 0 0 0 64 2 0 3 7 3 3 0 12 3 2 0 0 1 179 2173 12:15 PM 2 68 8 0 1 0 52 3 0 4 5 8 2 0 3 7 14 0 0 0 177 2160 12:20 PM 18 82 12 0 3 2 50 4 0 2 6 7 4 0 1 6 4 0 1 0 202 2200 12:25 PM 19 55 9 0 2 0 53 5 0 4 2 7 4 0 4 8 7 0 0 0 179 2178 12:30 PM 8 76 12 0 2 0 67 4 0 2 5 6 5 0 3 8 8 0 0 2 208 2225 12:35 PM 7 33 7 0 0 0 66 3 0 2 4 11 2 0 4 6 6 0 0 0 151 2220 12:40 PM 6 81 5 0 4 1 61 7 0 0 6 4 3 0 10 12 6 0 0 0 206 2199 12:45 PM 7 41 3 0 2 1 56 4 1 1 12 12 7 0 2 8 13 0 0 1 171 2209 12:50 PM 11 71 14 0 1 2 75 7 0 2 4 4 2 0 4 6 4 0 0 1 208 2228 12:55 PM 9 59 12 0 0 1 63 5 0 0 5 9 2 0 6 6 6 1 0 0 184 2228 1:00 PM 19 49 10 0 1 0 54 3 0 3 0 5 2 0 4 6 7 0 0 0 163 2211 1:05 PM 11 56 9 0 1 0 51 3 0 4 2 9 5 0 4 10 11 0 0 1 177 2205 1:10 PM 7 62 12 0 0 0 73 4 0 1 2 4 1 0 2 7 5 0 0 0 180 2206 1:15 PM 15 61 7 0 3 0 56 7 0 4 7 3 1 0 3 7 9 0 0 2 185 2214 1:20 PM 11 83 13 0 3 0 40 3 0 2 2 9 6 0 2 8 7 1 0 0 190 2202 1:25 PM 15 71 9 0 3 0 61 1 0 6 4 4 3 0 5 8 9 0 0 0 199 2222 1:30 PM 11 45 2 0 4 0 70 2 0 1 5 18 5 0 5 4 9 2 0 0 183 2197 1:35 PM 12 63 11 0 2 0 71 4 0 1 2 5 1 0 7 9 3 0 0 3 194 2240 1:40 PM 11 57 7 0 0 0 63 0 0 1 5 6 3 0 6 11 6 0 0 0 176 2210 1:45 PM 9 57 6 0 3 2 66 13 0 7 6 7 0 0 5 8 7 0 0 1 197 2236 1:50 PM 13 60 8 0 0 0 59 2 0 2 7 6 2 0 4 12 13 0 0 1 189 2217 1:55 PM 14 56 4 0 1 0 43 3 0 2 0 12 3 0 4 8 6 0 0 0 156 2189

Page 1 of 2 ends

Item: 11
2124
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 96 772 116 0 28 16 768 84 4 12 88 80 112 0 64 104 92 8 0 8 2452 Heavy Trucks 0 4 0 0 8 4 0 0 0 0 0 0 16
Buses
Pedestrians 0 0 4 4 8
Bicycles 0 4 4 0 4 0 0 0 0 0 0 0 12
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2125
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Towne Centre Dr QC JOB #: 17046621 CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
1235 1150
22 1209 4
101 8 78 228
3 0.92 25
183 172 125 50
73 1065 43
1526 1181
Peak-Hour: 4:40 PM -- 5:40 PM
Peak 15-Min: 5:10 PM -- 5:25 PM

0.6 1
0 0.7 0
1 0 0 0.4

33.3 4

0.5 0 0 4
0 1.1 2.3

0.5 1.1
0 3 0
0 0 2 0
0 0
0 0
4 1
0 1 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Towne Centre Dr
(Eastbound)
Towne Centre Dr
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 2 87 4 2 0 0 107 0 0 0 0 0 4 0 14 7 3 1 0 7 238 4:05 PM 6 69 0 0 0 0 65 0 0 0 2 1 3 0 9 13 5 8 0 4 185
4:10 PM 2 75 1 2 1 0 107 3 0 1 3 1 6 0 4 10 1 6 0 6 229 4:15 PM 4 56 4 0 0 1 96 3 0 0 0 0 6 0 6 7 1 2 0 2 188
4:20 PM 3 85 3 1 1 0 64 2 0 0 2 2 15 0 5 6 1 5 0 4 199
4:25 PM 3 54 2 4 1 0 82 1 0 0 2 2 2 0 8 9 5 3 0 3 181
4:30 PM 3 91 4 0 1 0 84 0 0 1 3 0 6 0 5 16 9 7 0 7 237
4:35 PM 10 77 3 2 0 0 84 2 0 2 0 1 8 0 10 12 3 8 0 3 225 4:40 PM 4 92 3 1 0 1 111 0 0 2 0 0 15 1 5 7 0 3 0 5 250 4:45 PM 5 91 5 3 2 0 66 3 0 0 3 1 0 0 3 6 1 2 0 2 193
4:50 PM 1 100 2 2 0 0 101 1 0 1 0 0 5 0 8 7 1 3 0 3 235 4:55 PM 3 84 2 1 1 1 86 0 0 0 1 0 14 0 6 12 2 3 0 5 221 2581 5:00 PM 6 76 1 3 0 0 100 2 0 0 0 1 7 0 11 17 5 0 0 4 233 2576 5:05 PM 3 81 3 3 0 0 83 2 0 0 0 0 4 0 13 13 6 6 0 3 220 2611 5:10 PM 3 95 1 0 0 0 118 2 0 2 2 1 11 0 7 15 3 5 0 2 267 2649 5:15 PM 6 92 1 2 1 1 104 0 0 0 0 0 2 0 5 14 0 2 0 3 233 2694 5:20 PM 6 100 8 2 0 0 125 1 0 1 1 0 8 0 8 5 1 1 0 5 272 2767 5:25 PM 3 85 5 2 1 1 77 0 0 0 0 0 5 0 9 13 4 1 0 3 209 2795 5:30 PM 6 75 2 1 1 0 119 1 0 1 0 0 5 0 5 11 1 3 0 5 236 2794 5:35 PM 7 94 3 0 1 0 119 2 0 1 0 0 7 0 9 5 1 1 0 8 258 2827 5:40 PM 4 52 1 1 0 0 85 1 0 0 0 0 11 0 5 14 2 3 0 0 179 2756 5:45 PM 3 86 2 0 0 1 122 0 0 0 0 0 0 0 11 2 2 1 0 4 234 2797 5:50 PM 1 68 0 2 0 0 118 0 1 0 0 0 3 0 5 6 2 0 0 1 207 2769 5:55 PM 1 97 2 3 2 0 88 1 0 0 0 0 1 0 9 8 1 1 0 5 219 2767 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 60 1148 44 16 4 4 1388 24 0 12 12 4 164 0 80 136 16 72 0 40 3224 Heavy Trucks 0 8 4 0 20 0 0 4 0 0 0 0 36
Buses
Pedestrians 0 0 4 0 4
Bicycles 0 4 0 0 0 0 0 0 8 0 0 0 12
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2126
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Towne Centre Dr QC JOB #: 17046622 CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
905 1005
13 884 8
65 13 11 40
5 0.96 10
110 92 19 28
63 981 15
1016 1059
Peak-Hour: 12:40 PM -- 1:40 PM
Peak 15-Min: 12:40 PM -- 12:55 PM

0.6 0.7

7.7 0.3 12.5

1.5 0 9.1 2.5
0 0
0 0 0 3.6
0 0.6 0

0.3 0.6
0 1 1
0 0 3 0
0 1
0 0
0 2
0 12 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Towne Centre Dr
(Eastbound)
Towne Centre Dr
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 3 73 2 2 0 0 54 2 0 0 1 0 0 0 7 0 1 0 0 0 145
11:05 AM 2 75 1 2 0 0 55 0 1 0 0 1 2 0 5 1 0 0 0 0 145
11:10 AM 1 81 3 2 0 0 81 1 0 0 0 0 1 0 6 2 0 0 0 3 181
11:15 AM 0 84 2 1 0 0 70 1 0 0 0 0 0 0 4 0 0 0 0 0 162
11:20 AM 1 69 1 2 1 1 48 2 0 0 1 0 2 0 8 2 1 1 0 0 140
11:25 AM 5 98 5 0 0 1 60 0 0 0 2 0 0 0 9 0 0 0 0 0 180
11:30 AM 2 74 2 2 1 0 73 1 0 0 2 1 1 0 4 1 1 0 0 0 165
11:35 AM 4 77 1 1 0 0 51 1 0 0 1 0 2 0 2 3 0 0 0 1 144
11:40 AM 2 86 2 1 0 0 100 1 0 1 2 1 1 0 7 1 0 0 0 0 205 11:45 AM 2 61 1 3 0 1 89 1 0 0 0 1 3 0 3 1 0 0 0 1 167
11:50 AM 4 90 3 1 1 0 57 1 0 0 0 0 0 0 7 2 0 0 0 2 168
11:55 AM 2 85 1 2 0 0 74 1 0 1 5 0 0 0 8 0 0 0 0 1 180 1982 12:00 PM 2 90 3 2 0 0 65 0 0 0 2 1 2 0 6 1 0 0 0 0 174 2011 12:05 PM 2 92 0 3 0 0 74 2 0 0 0 0 0 0 4 0 0 0 0 1 178 2044 12:10 PM 4 61 1 2 0 1 85 0 0 0 0 1 0 0 9 2 0 0 0 0 166 2029 12:15 PM 3 93 0 2 0 0 60 3 0 0 0 1 0 0 6 2 0 0 0 0 170 2037 12:20 PM 4 107 1 0 0 0 55 0 0 1 3 1 1 0 8 2 0 0 0 0 183 2080 12:25 PM 0 75 1 2 0 0 75 1 1 0 1 0 1 0 10 0 0 0 0 0 167 2067 12:30 PM 1 97 1 2 0 0 77 1 0 0 0 0 1 0 5 1 0 0 0 0 186 2088 12:35 PM 5 45 1 1 0 0 82 1 0 0 0 0 5 0 2 1 1 0 0 0 144 2088 12:40 PM 0 100 1 0 0 1 79 2 0 1 2 1 6 0 9 3 0 0 0 1 206 2089 12:45 PM 4 63 1 1 1 0 67 1 0 0 3 0 1 0 6 0 0 0 0 0 148 2070 12:50 PM 7 88 0 2 0 2 87 0 0 0 0 1 3 0 6 1 0 0 0 1 198 2100 12:55 PM 4 79 3 2 0 0 76 1 0 0 0 0 1 0 9 0 0 0 0 0 175 2095 1:00 PM 2 63 0 2 0 1 66 3 0 0 2 0 0 0 6 0 0 0 0 1 146 2067 1:05 PM 3 76 0 4 0 0 71 0 0 0 2 1 0 0 8 0 2 0 0 1 168 2057 1:10 PM 5 82 2 1 0 0 81 1 0 0 1 0 0 0 2 1 0 0 0 0 176 2067 1:15 PM 2 121 1 4 1 1 63 0 0 0 0 0 0 0 6 1 0 0 0 0 200 2097 1:20 PM 4 80 3 0 0 1 53 0 0 0 1 0 0 0 8 1 1 0 0 0 152 2066 1:25 PM 1 89 0 0 0 0 74 0 0 0 1 0 0 0 8 1 0 0 0 0 174 2073 1:30 PM 8 64 0 3 0 2 87 1 0 0 1 2 2 0 5 6 4 1 0 1 187 2074 1:35 PM 2 76 2 2 0 0 80 3 0 0 0 0 4 0 2 5 3 3 0 2 184 2114 1:40 PM 3 75 1 0 0 2 76 2 0 0 3 0 3 0 4 1 0 0 0 1 171 2079 1:45 PM 1 69 3 0 1 1 74 0 0 0 1 0 4 0 3 1 3 0 0 0 161 2092 1:50 PM 5 82 0 4 0 0 86 0 0 0 2 0 0 0 6 0 0 0 0 2 187 2081 1:55 PM 3 78 2 1 0 1 61 0 0 0 1 1 0 0 5 0 0 1 0 1 155 2061

Page 1 of 2 ends

Item: 11
2127
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 44 1004 12 12 4 12 932 16 0 4 20 8 124 0 84 16 0 8 0 8 2308 Heavy Trucks 0 4 0 0 8 0 0 0 0 0 0 0 12
Buses
Pedestrians 0 0 4 4 8
Bicycles 0 4 0 0 4 0 0 0 0 4 0 4 16
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2128
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Glenn Ranch Rd QC JOB #: 17046623 CITY/STATE: Lake Forest, CA DATE: Thu, May 15 2025
1600 1107
74 789 737
162 77 430 692
28 0.94 26
177 72 236 1054
74 599 290
1109 963
Peak-Hour: 4:55 PM -- 5:55 PM
Peak 15-Min: 5:10 PM -- 5:25 PM

0.3 1.4
0 0.4 0.3
0 1.3 2.1 1.6
0 0

0.6 0 0.8 0.5
0 1 1

0.5 0.9
2 0 4
1 0 0 1
0 3
0 0
0 0
0 3 1
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Glenn Ranch Rd
(Eastbound)
Glenn Ranch Rd
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 3 69 19 0 8 43 66 7 0 2 2 1 3 0 3 8 3 35 0 0 272 4:05 PM 7 42 9 2 11 52 46 4 0 1 8 5 0 0 6 27 1 20 0 0 241 4:10 PM 8 43 11 2 8 70 59 6 0 3 5 3 1 0 5 32 6 42 0 0 304 4:15 PM 5 43 18 1 5 46 55 1 0 1 3 0 0 0 1 14 2 21 0 0 216 4:20 PM 7 58 9 2 5 50 38 1 0 4 4 1 0 0 2 26 1 28 0 0 236 4:25 PM 4 53 6 0 9 50 56 4 1 2 5 0 2 0 5 20 2 25 0 0 244 4:30 PM 8 49 12 1 7 39 50 1 0 3 3 8 0 0 5 19 2 32 0 0 239 4:35 PM 4 39 8 1 11 50 70 0 1 3 8 5 0 0 0 20 2 40 0 0 262 4:40 PM 6 70 11 0 8 41 67 7 0 1 3 0 1 0 6 22 1 33 0 0 277 4:45 PM 5 77 8 1 5 43 55 2 0 8 4 4 2 0 4 18 2 32 0 0 270 4:50 PM 1 46 7 0 11 44 46 2 0 2 6 1 0 0 6 23 5 43 0 0 243 4:55 PM 5 65 18 1 5 50 66 2 0 0 6 0 1 0 5 24 2 28 0 0 278 3082 5:00 PM 5 39 13 1 2 71 44 5 0 1 9 1 5 0 6 11 0 34 0 0 247 3057 5:05 PM 5 43 18 1 8 56 78 4 0 2 10 2 0 0 9 20 3 39 0 0 298 3114 5:10 PM 3 52 7 1 8 61 71 6 0 3 10 3 1 0 6 21 2 46 0 0 301 3111 5:15 PM 5 49 11 3 9 86 62 3 0 5 10 4 3 0 6 10 4 35 0 0 305 3200 5:20 PM 11 80 17 2 11 62 57 7 0 2 7 1 1 0 1 16 1 34 0 0 310 3274 5:25 PM 4 75 18 0 6 47 77 3 0 3 2 2 0 0 5 19 1 33 0 0 295 3325 5:30 PM 9 34 8 0 9 51 74 2 0 0 5 3 0 0 2 22 3 52 0 0 274 3360 5:35 PM 3 42 27 2 8 54 54 4 0 3 5 2 5 0 1 21 5 37 0 0 273 3371 5:40 PM 2 34 25 0 11 73 73 6 0 1 6 3 1 0 1 12 1 17 0 0 266 3360 5:45 PM 4 61 24 0 6 38 65 5 1 1 2 4 5 0 2 37 2 30 0 0 287 3377 5:50 PM 6 25 12 1 9 87 68 4 0 2 5 3 1 0 5 23 2 45 0 0 298 3432 5:55 PM 6 53 16 0 10 44 44 7 1 3 4 5 0 0 4 20 1 46 0 0 264 3418 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 76 724 252 24 112 836 760 104 0 40 108 32 72 0 52 188 28 460 0 0 3868 Heavy Trucks 0 8 0 0 8 0 0 0 0 0 0 8 24
Buses
Pedestrians 4 0 0 0 4
Bicycles 0 4 0 4 0 0 0 0 0 0 0 0 8
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2129
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Glenn Ranch Rd QC JOB #: 17046624 CITY/STATE: Lake Forest, CA DATE: Sat, May 17 2025
991 1060
49 507 435
128 61 433 592
17 0.94 29
118 40 130 658
55 566 206
682 827
Peak-Hour: 12:40 PM -- 1:40 PM
Peak 15-Min: 1:15 PM -- 1:30 PM

0.3 0.7
0 0.4 0.2
0 0 0 0
0 0
0 0 0 0.3
0 1.2 0.5

0.3 1
0 1 0
3 0 1 1
0 2
0 0
0 0
0 4 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Glenn Ranch Rd
(Eastbound)
Glenn Ranch Rd
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 6 35 3 0 4 26 35 2 0 6 4 3 3 0 2 11 7 31 0 0 178 11:05 AM 2 36 5 2 4 31 37 1 0 1 3 2 6 0 1 16 3 40 0 0 190 11:10 AM 5 55 12 0 3 11 50 2 0 2 2 6 3 0 5 12 5 30 0 0 203 11:15 AM 3 44 10 0 4 30 43 4 0 3 5 5 2 0 1 13 3 42 0 0 212 11:20 AM 0 51 2 2 11 37 33 7 0 2 5 1 2 0 1 9 5 37 0 0 205 11:25 AM 3 40 4 2 5 28 40 6 0 2 7 1 3 0 11 23 1 43 0 0 219 11:30 AM 5 44 2 2 2 20 40 0 0 1 2 3 3 0 4 15 4 37 0 0 184 11:35 AM 6 49 8 2 5 35 31 1 0 1 12 5 1 0 1 10 5 32 0 0 204 11:40 AM 4 42 8 4 9 39 57 2 0 6 8 3 2 0 0 14 5 37 0 0 240 11:45 AM 3 35 6 3 2 48 48 0 0 3 6 2 2 0 2 18 2 28 0 0 208 11:50 AM 6 39 10 0 7 42 33 1 0 7 1 0 6 0 2 7 7 46 0 0 214 11:55 AM 1 48 5 2 8 28 35 1 0 5 8 0 7 0 1 13 3 38 0 0 203 2460 12:00 PM 5 45 10 0 0 29 31 3 0 2 6 2 0 0 1 13 1 48 0 0 196 2478 12:05 PM 2 65 7 0 5 39 55 2 0 2 4 3 2 0 0 7 1 36 0 0 230 2518 12:10 PM 2 23 5 0 6 39 53 2 0 0 6 3 5 0 0 12 6 37 0 0 199 2514 12:15 PM 8 49 9 0 7 35 24 3 0 1 6 2 4 0 0 11 0 38 0 0 197 2499 12:20 PM 3 63 6 0 4 31 40 1 0 1 6 1 5 0 1 15 1 38 0 0 216 2510 12:25 PM 2 36 4 0 3 33 48 1 0 4 1 1 6 0 0 14 2 41 0 0 196 2487 12:30 PM 0 72 6 0 4 38 42 1 0 2 2 4 6 0 0 14 1 27 0 0 219 2522 12:35 PM 6 24 9 1 5 49 54 0 0 2 3 1 5 0 0 7 0 32 0 0 198 2516 12:40 PM 3 50 16 0 7 32 36 1 0 2 12 2 2 0 1 11 5 35 0 0 215 2491 12:45 PM 7 50 12 1 3 39 48 0 0 4 7 2 3 0 0 5 1 30 0 0 212 2495 12:50 PM 5 51 15 0 3 43 52 4 0 1 4 1 2 0 1 11 1 38 0 0 232 2513 12:55 PM 3 38 9 0 2 43 31 1 0 2 1 1 2 0 0 10 1 36 0 0 180 2490 1:00 PM 3 37 13 0 8 32 51 0 0 0 7 3 3 0 1 8 0 34 0 0 200 2494 1:05 PM 4 44 14 1 4 47 25 2 0 4 4 1 1 0 4 16 1 35 0 0 207 2471 1:10 PM 4 35 11 0 6 27 46 0 0 2 6 0 0 0 0 6 4 41 0 0 188 2460 1:15 PM 6 76 20 0 4 33 37 0 0 0 10 4 3 0 0 14 3 44 0 0 254 2517 1:20 PM 4 49 16 1 3 29 40 1 0 2 1 0 1 0 2 14 3 35 0 0 201 2502 1:25 PM 3 53 12 0 4 31 44 2 0 3 3 1 2 0 2 18 5 37 0 0 220 2526 1:30 PM 4 38 4 1 7 45 53 4 0 7 3 1 6 0 3 9 2 32 0 0 219 2526 1:35 PM 4 45 7 1 6 34 44 5 0 2 3 1 0 0 1 8 3 36 0 0 200 2528 1:40 PM 2 52 9 0 2 45 53 3 0 0 3 1 3 0 0 5 4 24 0 0 206 2519 1:45 PM 8 35 7 0 4 35 46 3 0 2 8 2 4 0 1 22 1 33 0 0 211 2518 1:50 PM 8 37 7 1 6 37 38 5 0 2 6 4 5 0 1 7 3 43 0 0 210 2496 1:55 PM 2 46 3 0 9 30 47 4 0 0 4 4 2 0 2 9 2 37 0 0 201 2517

Page 1 of 2 ends

Item: 11
2130
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 52 712 236 4 44 372 484 32 0 20 56 20 40 0 16 184 44 464 0 0 2780 Heavy Trucks 0 4 0 0 0 0 0 0 0 0 0 0 4
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 8 0 0 0 0 0 0 0 0 0 0 8
Scooters
Comments:

Report generated on 5/26/2025 7:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2131
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Commercentre Dr -- Alton Pkwy QC JOB #: 17114845 CITY/STATE: Lake Forest, CA DATE: Tue, Jun 3 2025
0 0
0 0 0
1268 0 0 764
1197 0.91 746
1513 316 18 1348
522 0 151
334 673
Peak-Hour: 4:40 PM -- 5:40 PM
Peak 15-Min: 5:15 PM -- 5:30 PM
0 0
0 0 0

1.6 0 0 2.2

0.6 2.1

0.7 0.9 5.6 0.6

0.8 0 0.7

1.2 0.7
0 0 0
0 0 0 0
0 0
0 0
1 0
0 0 1
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Commercentre Dr
(Northbound)
Commercentre Dr
(Southbound)
Alton Pkwy
(Eastbound)
Alton Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 26 0 2 0 2 0 0 0 0 0 0 91 15 0 2 2 37 0 0 0 177 4:05 PM 38 0 5 0 2 0 0 0 0 0 0 64 15 0 7 2 46 0 0 0 179 4:10 PM 36 0 9 0 2 0 0 0 0 0 0 109 8 0 4 0 50 0 0 0 218 4:15 PM 36 0 7 0 4 0 0 0 0 0 0 69 12 0 2 2 80 0 0 0 212 4:20 PM 29 0 13 0 7 0 0 0 0 0 0 86 12 0 9 3 46 0 0 0 205 4:25 PM 30 0 6 0 1 0 0 0 0 0 0 55 11 0 6 3 60 0 0 0 172 4:30 PM 31 0 7 0 2 0 0 0 0 0 0 80 17 0 5 2 35 0 0 0 179 4:35 PM 35 0 3 0 4 0 0 0 0 0 0 97 16 0 2 3 69 0 0 0 229 4:40 PM 30 0 9 0 8 0 0 0 0 0 0 79 18 0 6 3 68 0 0 0 221 4:45 PM 49 0 9 0 3 0 0 0 0 0 0 91 18 0 1 2 47 0 0 0 220 4:50 PM 46 0 9 0 4 0 0 0 0 0 0 112 17 0 10 1 66 0 0 0 265 4:55 PM 29 0 7 0 2 0 0 0 0 0 0 96 21 0 8 3 46 0 0 0 212 2489 5:00 PM 45 0 8 0 3 0 0 0 0 0 0 81 19 0 3 0 76 0 0 0 235 2547 5:05 PM 39 0 10 0 6 0 0 0 0 0 0 120 13 0 4 0 49 0 0 0 241 2609 5:10 PM 46 0 14 0 5 0 0 0 0 0 0 98 19 0 7 4 68 0 0 0 261 2652 5:15 PM 75 0 9 0 8 0 0 0 0 0 0 80 13 0 19 1 95 0 0 0 300 2740 5:20 PM 45 0 5 0 2 0 0 0 0 0 0 103 23 0 14 1 53 0 0 0 246 2781 5:25 PM 40 0 8 0 4 0 0 0 0 0 0 131 19 0 11 2 47 0 0 0 262 2871 5:30 PM 45 0 5 0 2 0 0 0 0 0 0 78 17 0 7 0 54 0 0 0 208 2900 5:35 PM 33 0 7 0 4 0 0 0 0 0 0 128 21 0 8 1 77 0 0 0 279 2950 5:40 PM 34 0 3 0 5 0 0 0 0 0 0 79 15 0 8 3 64 0 0 0 211 2940 5:45 PM 51 0 3 0 3 0 0 0 0 0 0 96 15 0 7 3 49 0 0 0 227 2947 5:50 PM 34 0 6 0 3 0 0 0 0 0 0 87 8 0 12 1 47 0 1 0 199 2881 5:55 PM 31 0 3 0 5 0 0 0 0 0 0 92 25 0 4 1 61 0 0 0 222 2891 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 640 0 144 0 56 0 0 0 0 0 0 1256 396 0 176 16 780 0 0 0 3464 Heavy Trucks 12 0 0 0 0 0 0 0 8 0 12 0 32
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 4 0 0 0 0 0 4 0 0 0 8
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2132
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Commercentre Dr -- Alton Pkwy QC JOB #: 17114846 CITY/STATE: Lake Forest, CA DATE: Sat, Jun 7 2025
0 0
0 0 0
794 0 0 636
613 0.97 613
762 149 23 664
181 0 50
171 231
Peak-Hour: 11:25 AM -- 12:25 PM
Peak 15-Min: 11:25 AM -- 11:40 AM
0 0
0 0 0

1.1 0 0 1.6

0.7 1.1

0.8 1.3 13 0.8

1.1 0 2

2.9 1.3
1 0 3
2 0 0 0
0 0
14 7
1 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Commercentre Dr
(Northbound)
Commercentre Dr
(Southbound)
Alton Pkwy
(Eastbound)
Alton Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 11 0 2 0 2 0 0 0 0 0 0 53 9 0 2 2 53 0 0 0 134 11:05 AM 18 0 4 0 1 0 0 0 0 0 0 48 12 0 1 1 52 0 0 0 137 11:10 AM 18 0 1 0 1 0 0 0 0 0 0 46 6 0 4 3 42 0 0 0 121 11:15 AM 18 0 2 0 2 0 0 0 0 0 0 38 6 0 3 1 45 0 0 0 115 11:20 AM 20 0 4 0 1 0 0 0 0 0 0 37 12 0 4 2 31 0 1 0 112 11:25 AM 16 0 5 0 0 0 0 0 0 0 0 54 11 0 4 5 54 0 0 0 149 11:30 AM 15 0 1 0 3 0 0 0 0 0 0 46 11 0 0 2 38 0 0 0 116 11:35 AM 21 0 2 0 2 0 0 0 0 0 0 44 10 0 0 1 75 0 0 0 155 11:40 AM 9 0 0 0 2 0 0 0 0 0 0 51 9 0 3 2 61 0 1 0 138
11:45 AM 11 0 0 0 4 0 0 0 0 0 0 39 13 0 4 3 46 0 0 0 120 11:50 AM 15 0 2 0 4 0 0 0 0 0 0 44 12 0 2 2 43 0 0 0 124 11:55 AM 18 0 0 0 0 0 0 0 0 0 0 67 11 0 3 1 57 0 0 0 157 1578 12:00 PM 9 0 1 0 2 0 0 0 0 0 0 56 11 0 0 1 41 0 0 0 121 1565 12:05 PM 28 0 4 0 0 0 0 0 0 0 0 49 7 0 0 0 42 0 0 0 130 1558 12:10 PM 12 0 0 0 4 0 0 0 0 0 0 57 8 0 3 1 50 0 0 0 135 1572 12:15 PM 15 0 6 0 0 0 0 0 0 0 0 62 9 0 0 1 59 0 0 0 152 1609 12:20 PM 12 0 5 0 3 0 0 0 0 0 0 44 12 0 6 3 47 0 0 0 132 1629 12:25 PM 12 0 2 0 2 0 0 0 0 0 0 60 6 0 2 3 57 0 0 0 144 1624 12:30 PM 16 0 0 0 0 0 0 0 0 0 0 48 5 0 3 2 42 0 0 0 116 1624 12:35 PM 12 0 5 0 1 0 0 0 0 0 0 51 10 0 0 1 41 0 0 0 121 1590 12:40 PM 14 0 1 0 3 0 0 0 0 0 0 63 7 0 6 1 44 0 0 0 139 1591 12:45 PM 22 0 0 0 3 0 0 0 0 0 0 40 6 0 6 0 43 0 0 0 120 1591 12:50 PM 21 0 2 0 2 0 0 0 0 0 0 30 4 0 2 2 69 0 0 0 132 1599 12:55 PM 13 0 2 0 1 0 0 0 0 0 0 50 8 0 3 1 47 0 1 0 126 1568 1:00 PM 11 0 0 0 2 0 0 0 0 0 0 66 11 0 1 2 35 0 0 0 128 1575 1:05 PM 15 0 1 0 0 0 0 0 0 0 0 39 6 0 4 2 47 0 0 0 114 1559 1:10 PM 16 0 4 0 2 0 0 0 0 0 0 50 13 0 3 0 48 0 0 0 136 1560 1:15 PM 10 0 2 0 4 0 0 0 0 0 0 43 15 0 7 2 53 0 0 0 136 1544 1:20 PM 22 0 5 0 0 0 0 0 0 0 0 48 6 0 8 1 60 0 0 0 150 1562 1:25 PM 9 0 3 0 2 0 0 0 0 0 0 56 12 0 0 2 47 0 0 0 131 1549 1:30 PM 12 0 4 0 1 0 0 0 0 0 0 57 16 0 2 1 46 0 0 0 139 1572 1:35 PM 9 0 2 0 2 0 0 0 0 0 0 54 9 0 1 3 63 0 0 0 143 1594 1:40 PM 8 0 2 0 2 0 0 0 0 0 0 63 12 0 1 3 59 0 0 0 150 1605 1:45 PM 20 0 3 0 4 0 0 0 0 0 0 46 4 0 3 1 54 0 0 0 135 1620 1:50 PM 11 0 4 0 0 0 0 0 0 0 0 50 9 0 1 1 61 0 0 0 137 1625 1:55 PM 16 0 2 0 2 0 0 0 0 0 0 63 9 0 0 0 38 0 0 0 130 1629

Page 1 of 2 ends

Item: 11
2133
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 208 0 52 0 20 0 0 0 0 0 0 576 144 0 16 32 668 0 0 0 1716 Heavy Trucks 8 0 0 0 0 0 0 8 0 4 0 0 20
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 20 4 0 4 0 28
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2134
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Rancho Pkwy -- Alton Pkwy QC JOB #: 17114847
CITY/STATE: Lake Forest, CA DATE: Tue, Jun 3 2025
147 210
114 18 15
817 154 29 613
1025 0.90 550
1278 99 34 1137
173 27 95
169 295
Peak-Hour: 4:45 PM -- 5:45 PM
Peak 15-Min: 5:05 PM -- 5:20 PM
0 0.5
0 0 0

1.3 0.6 0 2.1

0.4 2

0.4 0 5.9 0.4
0 0 0

1.2 0
0 0 1
0 0 0 0
0 0
1 0
0 0
0 1 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Rancho Pkwy
(Northbound)
Rancho Pkwy
(Southbound)
Alton Pkwy
(Eastbound)
Alton Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 6 3 1 2 8 0 1 4 0 10 6 66 10 0 1 2 30 2 0 0 152 4:05 PM 6 1 2 0 2 0 0 8 0 11 13 82 4 1 2 1 44 0 0 0 177 4:10 PM 11 0 3 0 2 0 1 5 0 6 10 44 3 0 4 4 30 0 0 0 123 4:15 PM 11 2 4 1 9 0 4 1 0 6 8 71 5 0 1 0 50 1 0 0 174
4:20 PM 10 2 1 1 5 1 1 2 0 6 7 79 4 1 2 5 28 1 0 2 158
4:25 PM 13 2 3 0 8 1 2 2 0 8 13 69 2 0 5 1 44 0 0 2 175 4:30 PM 6 1 0 1 8 2 3 4 0 9 16 57 1 0 5 3 39 1 0 1 157
4:35 PM 21 3 2 4 4 0 3 1 0 8 11 71 4 0 8 2 30 0 0 0 172 4:40 PM 14 1 4 0 8 3 0 0 0 10 10 71 2 0 4 2 41 1 1 1 173 4:45 PM 11 4 4 2 1 1 1 2 0 5 11 91 3 0 10 7 50 1 1 1 206 4:50 PM 13 1 0 2 7 1 2 3 0 4 12 79 10 0 2 4 55 0 0 3 198 4:55 PM 7 0 0 0 8 1 2 2 0 10 8 90 6 0 0 1 48 0 0 1 184 2049 5:00 PM 20 6 2 2 10 2 3 1 0 6 8 55 1 0 3 4 39 2 0 0 164 2061 5:05 PM 22 2 11 1 8 2 1 4 0 11 20 120 7 0 4 4 51 0 1 3 272 2156 5:10 PM 17 3 5 2 6 2 3 7 0 9 12 86 1 0 2 0 34 0 0 3 192 2225 5:15 PM 7 1 0 3 9 0 0 4 0 8 13 88 4 0 0 1 44 1 0 2 185 2236 5:20 PM 10 2 1 2 2 4 1 2 0 9 14 92 8 0 6 0 42 0 0 1 196 2274 5:25 PM 9 0 2 2 4 1 1 2 0 4 15 81 7 0 0 3 63 1 0 3 198 2297 5:30 PM 19 6 2 1 1 0 2 0 0 4 15 85 6 0 6 2 35 1 0 1 186 2326 5:35 PM 10 1 0 2 6 1 2 3 0 6 12 64 3 0 2 2 43 1 0 1 159 2313 5:40 PM 8 1 3 1 3 0 0 2 0 6 14 94 6 0 2 4 46 2 0 1 193 2333 5:45 PM 13 1 1 2 4 0 2 2 0 4 19 44 5 0 1 2 33 0 0 2 135 2262 5:50 PM 6 1 0 1 6 0 2 1 0 11 10 64 1 0 4 3 40 1 0 1 152 2216 5:55 PM 13 5 2 1 3 0 0 0 0 5 10 80 8 0 1 1 48 2 0 1 180 2212 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 184 24 156 24 92 16 16 172 0 112 180 1176 72 0 24 20 516 36 4 32 2856 Heavy Trucks 0 0 0 0 0 0 4 0 0 0 16 0 20
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 4 0 0 0 0 4
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2135
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Rancho Pkwy -- Alton Pkwy QC JOB #: 17114848
CITY/STATE: Lake Forest, CA DATE: Sat, Jun 7 2025
98 97
74 14 10
583 66 16 479
561 0.97 443
679 52 20 606
73 15 35
93 123
Peak-Hour: 11:50 AM -- 12:50 PM
Peak 15-Min: 12:35 PM -- 12:50 PM
1 0
0 0 10
1 0 0 1

0.2 1.1

0.1 0 0 0.5

1.4 0 2.9
0 1.6
3 1 4
1 2 2 0
1 0
9 3
1 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Rancho Pkwy
(Northbound)
Rancho Pkwy
(Southbound)
Alton Pkwy
(Eastbound)
Alton Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 4 2 0 0 1 0 0 3 0 4 4 35 6 0 1 3 56 1 0 0 120
11:05 AM 3 1 2 0 0 0 1 3 0 5 5 45 2 0 1 2 21 0 0 0 91
11:10 AM 4 1 0 0 1 0 1 0 0 8 7 41 1 0 0 1 47 2 0 0 114
11:15 AM 2 2 1 2 2 0 1 0 0 5 6 50 1 0 3 2 33 0 0 0 110
11:20 AM 7 0 6 1 9 1 1 1 0 3 2 44 3 1 0 0 27 0 0 1 107
11:25 AM 9 1 0 1 0 1 0 0 0 5 3 43 0 0 3 7 33 0 0 0 106
11:30 AM 11 0 2 2 1 0 1 3 0 5 9 33 1 0 7 1 41 1 1 1 120 11:35 AM 6 0 3 0 4 0 0 0 0 8 4 37 7 0 0 1 42 1 1 1 115
11:40 AM 10 2 0 0 1 1 1 2 0 5 2 39 2 0 3 7 40 0 0 0 115 11:45 AM 6 1 1 2 2 0 1 2 0 6 5 29 3 0 1 1 32 0 0 1 93
11:50 AM 4 2 1 0 0 0 0 3 0 3 8 53 2 0 1 1 39 1 0 0 118
11:55 AM 1 1 0 1 2 0 3 2 0 6 6 44 5 0 1 3 37 0 0 0 112 1321 12:00 PM 10 1 0 1 1 1 0 4 0 4 4 45 2 0 2 3 38 0 0 1 117 1318 12:05 PM 4 2 1 0 4 0 0 0 0 6 8 45 4 0 0 1 29 1 0 1 106 1333 12:10 PM 12 4 0 0 1 0 2 0 0 6 4 58 0 0 3 2 37 0 0 0 129 1348 12:15 PM 3 1 0 0 2 1 1 1 0 5 4 44 3 0 0 1 40 0 0 1 107 1345 12:20 PM 5 0 0 1 3 0 2 2 0 8 9 42 6 0 1 0 39 1 0 1 120 1358 12:25 PM 10 0 0 1 4 2 2 0 0 5 8 50 4 0 0 1 31 1 0 1 120 1372 12:30 PM 7 1 0 1 6 0 1 1 0 3 3 33 2 0 0 1 31 3 0 0 93 1345 12:35 PM 0 2 4 2 1 1 1 0 0 3 8 58 8 0 0 2 34 0 0 0 124 1354 12:40 PM 7 0 1 0 1 1 1 3 0 4 3 52 3 0 1 3 47 3 0 1 131 1370 12:45 PM 3 1 0 0 3 4 1 0 0 5 1 37 3 0 1 2 41 0 0 0 102 1379 12:50 PM 2 4 1 0 2 0 0 0 0 6 7 41 3 0 1 3 44 2 1 0 117 1378 12:55 PM 2 0 1 0 1 2 0 0 0 5 6 33 4 0 0 1 37 2 0 0 94 1360 1:00 PM 6 0 0 0 0 0 1 1 0 2 2 34 6 0 1 1 47 0 0 0 101 1344 1:05 PM 6 1 0 1 4 1 0 0 0 3 9 32 2 0 0 1 38 2 1 0 101 1339 1:10 PM 6 0 0 1 0 0 0 0 0 8 5 48 4 1 1 2 40 0 0 0 116 1326 1:15 PM 6 2 0 0 0 1 0 0 0 7 8 41 2 0 0 1 33 0 0 0 101 1320 1:20 PM 4 5 1 0 3 1 1 5 0 6 3 45 3 1 2 0 30 0 0 0 110 1310 1:25 PM 4 0 1 0 3 0 2 1 0 4 7 36 7 0 2 2 40 1 0 0 110 1300 1:30 PM 5 1 1 0 3 1 2 3 0 7 5 54 5 0 2 1 45 2 0 0 137 1344 1:35 PM 5 1 1 0 1 0 1 5 0 8 5 29 3 0 0 0 40 5 0 1 105 1325 1:40 PM 5 2 1 0 1 1 1 2 0 7 8 59 5 0 2 2 32 2 0 1 131 1325 1:45 PM 6 0 0 0 1 0 0 2 0 5 4 39 5 0 2 2 43 1 0 0 110 1333 1:50 PM 8 2 0 0 1 0 0 1 0 5 6 44 2 0 0 1 34 1 0 0 105 1321 1:55 PM 5 0 0 1 2 0 2 1 0 5 2 36 2 0 0 1 33 0 1 0 91 1318

Page 1 of 2 ends

Item: 11
2136
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 40 12 40 8 20 24 12 60 0 48 48 588 64 0 8 28 488 16 0 4 1508 Heavy Trucks 0 0 4 0 0 0 0 0 0 0 12 0 16
Buses
Pedestrians 4 4 4 4 16
Bicycles 0 0 0 0 0 0 0 8 0 0 0 0 8
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2137
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Hwy 241 WB ramps QC JOB #: 17114849 CITY/STATE: Lake Forest, CA DATE: Tue, Jun 3 2025
1149 919
112 1037 0
305 0 145 223
0 0.90 0
0 0 78 0
193 774 0
1115 967
Peak-Hour: 4:25 PM -- 5:25 PM
Peak 15-Min: 5:00 PM -- 5:15 PM

0.8 0.5

0.9 0.8 0

6.9 0 0 0
0 0
0 0 0 0

10.4 0.6 0

0.7 2.6
0 0 0
0 0 1 0
0 0
0 0
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Hwy 241 WB ramps
(Eastbound)
Hwy 241 WB ramps
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 12 62 0 0 0 0 77 6 0 0 0 0 0 0 0 9 0 13 0 0 179 4:05 PM 6 73 0 0 0 0 66 15 0 0 0 0 0 0 0 8 0 13 0 0 181 4:10 PM 18 52 0 0 0 0 75 5 1 0 0 0 0 0 0 3 0 7 0 0 161
4:15 PM 18 58 0 0 0 0 80 12 0 0 0 0 0 0 0 8 0 9 0 0 185 4:20 PM 12 55 0 0 0 0 60 9 0 0 0 0 0 0 0 10 0 15 0 0 161 4:25 PM 14 53 0 0 0 0 72 17 0 0 0 0 0 0 0 8 0 16 0 0 180 4:30 PM 16 60 0 0 0 0 72 5 0 0 0 0 0 0 0 4 0 16 0 0 173 4:35 PM 18 60 0 0 0 0 109 16 0 0 0 0 0 0 0 6 0 8 0 0 217 4:40 PM 24 72 0 0 0 0 90 8 0 0 0 0 0 0 0 3 0 16 0 0 213 4:45 PM 17 59 0 0 0 0 63 9 0 0 0 0 0 0 0 8 0 13 0 0 169 4:50 PM 11 56 0 0 0 0 83 4 0 0 0 0 0 0 0 4 0 10 0 0 168 4:55 PM 22 62 0 0 0 0 74 5 0 0 0 0 0 0 0 9 0 10 0 0 182 2169 5:00 PM 13 77 0 0 0 0 76 13 0 0 0 0 0 0 0 4 0 13 0 0 196 2186 5:05 PM 16 69 0 0 0 0 90 11 0 0 0 0 0 0 0 8 0 12 0 0 206 2211 5:10 PM 17 63 0 0 0 0 135 15 0 0 0 0 0 0 0 5 0 13 0 0 248 2298 5:15 PM 10 65 0 0 0 0 78 5 0 0 0 0 0 0 0 13 0 9 0 0 180 2293 5:20 PM 15 78 0 0 0 0 95 4 0 0 0 0 0 0 0 6 0 9 0 0 207 2339 5:25 PM 11 33 0 0 0 0 72 7 0 0 0 0 0 0 0 7 0 8 0 0 138 2297 5:30 PM 13 68 0 0 0 0 91 7 0 0 0 0 0 0 0 6 0 8 0 0 193 2317 5:35 PM 13 65 0 0 0 0 42 7 1 0 0 0 0 0 0 10 0 7 0 0 145 2245 5:40 PM 8 68 0 0 0 0 66 9 0 0 0 0 0 0 0 7 0 6 0 0 164 2196 5:45 PM 11 71 0 0 0 0 71 11 0 0 0 0 0 0 0 4 0 7 0 0 175 2202 5:50 PM 17 74 0 0 0 0 72 5 1 0 0 0 0 0 0 5 0 9 0 0 183 2217 5:55 PM 9 50 0 0 0 0 60 3 0 0 0 0 0 0 0 7 0 7 0 0 136 2171 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 184 836 0 0 0 0 1204 156 0 0 0 0 0 0 0 68 0 152 0 0 2600 Heavy Trucks 24 8 0 0 4 0 0 0 0 0 0 0 36
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2138
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Hwy 241 WB ramps QC JOB #: 17114850 CITY/STATE: Lake Forest, CA DATE: Sat, Jun 7 2025
786 776
101 683 2
255 0 113 187
0 0.94 0
0 0 74 0
154 661 0
757 815
Peak-Hour: 12:30 PM -- 1:30 PM
Peak 15-Min: 12:45 PM -- 1:00 PM

0.9 1.2
3 0.6 0

2.4 0 0 2.1
0 0
0 0 5.4 0

1.9 1.4 0

1.1 1.5
0 0 0
0 0 8 0
0 0
0 0
0 0
0 3 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Hwy 241 WB ramps
(Eastbound)
Hwy 241 WB ramps
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 20 43 0 0 0 0 39 12 0 0 0 0 0 0 0 9 0 12 0 0 135 11:05 AM 14 41 0 0 0 0 39 7 0 0 0 0 0 0 0 8 0 9 0 0 118 11:10 AM 13 45 0 0 0 0 40 14 0 0 0 0 0 0 0 11 0 8 0 0 131 11:15 AM 19 46 0 0 0 0 55 15 0 0 0 0 0 0 0 5 0 7 0 0 147 11:20 AM 17 51 0 0 0 0 52 7 0 0 0 0 0 0 0 2 0 7 0 0 136 11:25 AM 5 38 0 0 0 0 42 8 0 0 0 0 0 0 0 5 0 10 0 0 108 11:30 AM 18 37 0 0 0 0 61 9 0 0 0 0 0 0 0 9 0 9 0 0 143 11:35 AM 16 60 0 0 0 0 68 10 0 0 0 0 0 0 0 13 0 8 0 0 175 11:40 AM 8 43 0 0 0 0 39 9 0 0 0 0 0 0 0 7 0 16 0 0 122 11:45 AM 20 61 0 0 0 0 32 9 0 0 0 0 0 0 0 7 0 9 0 0 138 11:50 AM 21 55 0 0 0 0 54 6 0 0 0 0 0 0 0 6 0 15 0 0 157 11:55 AM 21 53 0 0 0 0 45 5 0 0 0 0 0 0 0 9 0 13 0 0 146 1656 12:00 PM 15 48 0 0 0 0 45 9 0 0 0 0 0 0 0 8 0 12 0 0 137 1658 12:05 PM 13 53 0 0 0 0 37 7 0 0 0 0 0 0 0 5 0 13 0 0 128 1668 12:10 PM 9 54 0 0 0 0 70 6 0 0 0 0 0 0 0 7 0 10 0 0 156 1693 12:15 PM 13 57 0 0 0 0 53 2 0 0 0 0 0 0 0 4 0 4 0 0 133 1679 12:20 PM 12 58 0 0 0 0 33 10 0 0 0 0 0 0 0 7 0 12 0 0 132 1675 12:25 PM 8 41 0 0 0 0 51 7 0 0 0 0 0 0 0 8 0 6 0 0 121 1688 12:30 PM 14 66 0 0 0 0 47 7 0 0 0 0 0 0 0 2 0 10 0 0 146 1691 12:35 PM 18 64 0 0 0 0 63 10 0 0 0 0 0 0 0 7 0 6 0 0 168 1684 12:40 PM 11 44 0 0 0 0 51 8 0 0 0 0 0 0 0 6 0 15 0 0 135 1697 12:45 PM 9 52 0 0 0 0 61 11 0 0 0 0 0 0 0 6 0 13 0 0 152 1711 12:50 PM 13 52 0 0 0 0 58 8 0 0 0 0 0 0 0 11 0 14 0 0 156 1710 12:55 PM 14 72 0 0 0 0 62 5 0 0 0 0 0 0 0 5 0 10 0 0 168 1732 1:00 PM 14 40 0 0 0 0 45 8 0 0 0 0 0 0 0 10 0 10 0 0 127 1722 1:05 PM 11 50 0 0 0 0 71 8 0 0 0 0 0 0 0 7 0 6 0 0 153 1747 1:10 PM 12 55 0 0 0 0 62 11 1 0 0 0 0 0 0 6 0 5 0 0 152 1743 1:15 PM 13 52 0 0 0 0 45 12 0 0 0 0 0 0 0 4 0 7 0 0 133 1743 1:20 PM 15 57 0 0 0 0 62 4 1 0 0 0 0 0 0 4 0 8 0 0 151 1762 1:25 PM 10 57 0 0 0 0 56 9 0 0 0 0 0 0 0 6 0 9 0 0 147 1788 1:30 PM 15 37 0 0 0 0 66 14 0 0 0 0 0 0 0 3 0 6 0 0 141 1783 1:35 PM 9 54 0 0 0 0 38 5 0 0 0 0 0 0 0 4 0 5 0 0 115 1730 1:40 PM 12 47 0 0 0 0 62 5 0 0 0 0 0 0 0 7 0 7 0 0 140 1735 1:45 PM 10 51 0 0 0 0 50 6 0 0 0 0 0 0 0 4 0 5 0 0 126 1709 1:50 PM 11 64 0 0 0 0 48 8 0 0 0 0 0 0 0 10 0 9 0 0 150 1703 1:55 PM 14 68 0 0 0 0 57 10 0 0 0 0 0 0 0 5 0 12 0 0 166 1701

Page 1 of 2 ends

Item: 11
2139
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 144 704 0 0 0 0 724 96 0 0 0 0 0 0 0 88 0 148 0 0 1904 Heavy Trucks 4 8 0 0 4 4 0 0 0 4 0 0 24
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2140
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Hwy 241 EB ramps QC JOB #: 17114851 CITY/STATE: Lake Forest, CA DATE: Tue, Jun 3 2025
1133 958
0 925 208
0 134 0 0
0 0.89 0
358 224 0 344
0 824 136
1149 960
Peak-Hour: 4:35 PM -- 5:35 PM
Peak 15-Min: 5:05 PM -- 5:20 PM

0.5 3.4
0 0.4 1
0 1.5 0 0
0 0

1.4 1.3 0 0.9
0 3.8 0.7

0.6 3.3
0 0 0
0 0 1 0
0 0
0 0
0 0
0 2 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Hwy 241 EB ramps
(Eastbound)
Hwy 241 EB ramps
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 0 67 10 0 0 11 69 0 0 0 10 0 20 0 0 0 0 0 0 0 187 4:05 PM 0 67 8 0 0 12 61 0 0 0 11 0 12 0 0 0 0 0 0 0 171 4:10 PM 0 55 9 0 0 10 72 0 0 0 12 0 15 0 0 0 0 0 0 0 173 4:15 PM 0 74 10 1 0 13 76 0 0 0 3 0 11 0 0 0 0 0 0 0 188 4:20 PM 0 55 7 0 0 8 59 0 0 0 13 0 14 0 0 0 0 0 0 0 156 4:25 PM 0 59 13 0 0 17 60 0 0 0 12 0 18 0 0 0 0 0 0 0 179 4:30 PM 0 66 11 0 0 23 61 0 0 0 7 0 13 0 0 0 0 0 0 0 181 4:35 PM 0 70 14 0 0 12 94 0 0 0 9 0 13 0 0 0 0 0 0 0 212 4:40 PM 0 92 10 0 0 17 82 0 0 0 3 0 14 0 0 0 0 0 0 0 218 4:45 PM 0 65 7 0 0 15 59 0 0 0 14 0 14 0 0 0 0 0 0 0 174 4:50 PM 0 58 9 0 0 12 75 0 0 0 7 0 17 0 0 0 0 0 0 0 178 4:55 PM 0 70 10 0 0 10 70 0 0 0 18 0 12 0 0 0 0 0 0 0 190 2207 5:00 PM 0 76 10 0 0 13 72 0 0 0 13 0 13 0 0 0 0 0 0 0 197 2217 5:05 PM 0 68 15 0 0 33 57 0 0 0 19 0 20 0 0 0 0 0 0 0 212 2258 5:10 PM 0 67 15 0 0 30 114 0 0 0 12 0 23 0 0 0 0 0 0 0 261 2346 5:15 PM 0 66 15 0 0 19 76 0 0 0 12 0 28 0 0 0 0 0 0 0 216 2374 5:20 PM 0 79 7 0 0 17 78 0 0 0 14 0 15 0 0 0 0 0 0 0 210 2428 5:25 PM 0 35 14 0 0 16 66 0 0 0 8 0 25 0 0 0 0 0 0 0 164 2413 5:30 PM 0 78 10 0 0 14 82 0 0 0 5 0 30 0 0 0 0 0 0 0 219 2451 5:35 PM 0 62 8 0 0 11 32 0 0 0 20 0 20 0 0 0 0 0 0 0 153 2392 5:40 PM 0 65 11 0 0 11 69 0 0 0 10 0 24 0 0 0 0 0 0 0 190 2364 5:45 PM 0 65 13 0 0 10 64 0 0 0 15 0 15 0 0 0 0 0 0 0 182 2372 5:50 PM 0 82 9 0 0 16 62 0 0 0 11 0 16 0 0 0 0 0 0 0 196 2390 5:55 PM 0 43 3 0 0 11 53 0 0 0 14 0 26 0 0 0 0 0 0 0 150 2350 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 0 804 180 0 0 328 988 0 0 0 172 0 284 0 0 0 0 0 0 0 2756 Heavy Trucks 0 28 0 0 4 0 0 0 4 0 0 0 36
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2141
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Hwy 241 EB ramps QC JOB #: 17114852 CITY/STATE: Lake Forest, CA DATE: Sat, Jun 7 2025
752 813
0 647 105
0 77 0 0
0 0.94 0
244 167 0 186
1 736 81
815 818
Peak-Hour: 12:30 PM -- 1:30 PM
Peak 15-Min: 12:45 PM -- 1:00 PM

1.1 1.5
0 1.1 1
0 1.3 0 0
0 0

2.5 3 0 2.2
0 1.5 3.7

1.5 1.7
0 0 0
0 0 8 0
0 0
0 0
0 0
0 3 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Hwy 241 EB ramps
(Eastbound)
Hwy 241 EB ramps
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 0 56 2 0 0 8 41 0 0 0 5 0 7 0 0 0 0 0 0 0 119
11:05 AM 0 53 6 0 0 7 40 0 0 0 2 0 8 0 0 0 0 0 0 0 116
11:10 AM 0 56 5 1 0 8 38 0 0 0 2 0 8 0 0 0 0 0 0 0 118
11:15 AM 0 60 8 0 0 6 59 0 0 0 7 0 16 0 0 0 0 0 0 0 156 11:20 AM 0 65 11 0 0 7 44 0 0 0 3 0 11 0 0 0 0 0 0 0 141 11:25 AM 0 36 7 0 0 9 40 0 0 0 6 0 13 0 0 0 0 0 0 0 111 11:30 AM 0 54 7 0 0 9 59 0 0 0 7 0 11 0 0 0 0 0 0 0 147 11:35 AM 0 64 5 0 0 6 80 0 0 0 5 0 5 0 0 0 0 0 0 0 165
11:40 AM 0 59 4 0 0 7 41 0 0 0 0 0 11 0 0 0 0 0 0 0 122 11:45 AM 0 62 6 0 0 5 35 0 0 0 11 0 9 0 0 0 0 0 0 0 128 11:50 AM 0 74 5 0 0 6 53 0 0 0 5 0 6 0 0 0 0 0 0 0 149
11:55 AM 0 64 2 0 0 5 50 0 0 0 9 0 12 0 0 0 0 0 0 0 142 1614 12:00 PM 0 61 6 0 0 8 45 0 0 0 3 0 10 0 0 0 0 0 0 0 133 1628 12:05 PM 0 61 9 0 0 1 42 0 0 0 7 0 16 0 0 0 0 0 0 0 136 1648 12:10 PM 0 54 6 0 0 8 68 0 0 0 4 0 11 0 0 0 0 0 0 0 151 1681 12:15 PM 0 64 5 0 0 13 41 0 0 0 6 0 11 0 0 0 0 0 0 0 140 1665 12:20 PM 0 68 10 0 0 6 32 0 0 0 7 0 10 0 0 0 0 0 0 0 133 1657 12:25 PM 0 40 4 0 0 5 59 0 0 0 7 0 10 0 0 0 0 0 0 0 125 1671 12:30 PM 0 73 12 0 0 5 45 0 0 0 8 0 12 0 0 0 0 0 0 0 155 1679 12:35 PM 0 75 7 0 0 10 59 0 0 0 4 0 16 0 0 0 0 0 0 0 171 1685 12:40 PM 0 47 8 0 0 6 49 0 0 0 8 0 10 0 0 0 0 0 0 0 128 1691 12:45 PM 0 63 4 0 0 14 56 0 0 0 2 0 15 0 0 0 0 0 0 0 154 1717 12:50 PM 0 56 8 0 0 8 57 0 0 0 8 0 13 0 0 0 0 0 0 0 150 1718 12:55 PM 0 80 3 1 0 11 58 0 0 0 7 0 16 0 0 0 0 0 0 0 176 1752 1:00 PM 0 42 9 0 0 4 52 0 0 0 8 0 13 0 0 0 0 0 0 0 128 1747 1:05 PM 0 59 6 0 0 15 60 0 0 0 6 0 14 0 0 0 0 0 0 0 160 1771 1:10 PM 0 58 2 0 0 9 59 0 0 0 5 0 9 0 0 0 0 0 0 0 142 1762 1:15 PM 0 60 5 0 0 9 40 0 0 0 5 0 16 0 0 0 0 0 0 0 135 1757 1:20 PM 0 65 12 0 0 3 62 0 0 0 9 0 16 0 0 0 0 0 0 0 167 1791 1:25 PM 0 58 5 0 0 11 50 0 0 0 7 0 17 0 0 0 0 0 0 0 148 1814 1:30 PM 0 49 1 0 0 11 55 0 0 0 4 0 15 0 0 0 0 0 0 0 135 1794 1:35 PM 0 52 7 1 0 5 43 0 0 0 10 0 15 0 0 0 0 0 0 0 133 1756 1:40 PM 0 55 7 0 0 7 59 0 0 0 3 0 13 0 0 0 0 0 0 0 144 1772 1:45 PM 0 61 10 0 0 7 46 0 0 0 0 0 10 0 0 0 0 0 0 0 134 1752 1:50 PM 0 64 2 0 0 9 47 0 0 0 11 0 11 0 0 0 0 0 0 0 144 1746 1:55 PM 0 74 4 1 0 8 52 0 0 0 9 0 10 0 0 0 0 0 0 0 158 1728

Page 1 of 2 ends

Item: 11
2142
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 0 796 60 4 0 132 684 0 0 0 68 0 176 0 0 0 0 0 0 0 1920 Heavy Trucks 0 12 4 0 8 0 0 0 0 0 0 0 24
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2143
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Rancho Pkwy QC JOB #: 17114853 CITY/STATE: Lake Forest, CA DATE: Tue, Jun 3 2025
1149 970
90 1053 6
555 147 3 15
15 0.93 11
1000 838 1 22
468 818 3
1906 1289
Peak-Hour: 4:35 PM -- 5:35 PM
Peak 15-Min: 5:10 PM -- 5:25 PM

0.4 2.3
0 0.5 0

0.2 0 0 0
0 0
0 0 0 0

0.2 2.7 0

0.3 1.8
0 0 0
0 0 1 0
0 0
0 0
0 0
0 2 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Rancho Pkwy
(Eastbound)
Rancho Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 32 82 0 1 0 1 87 6 0 4 12 0 21 0 34 0 1 1 0 0 282 4:05 PM 15 45 0 1 0 0 63 8 0 1 15 1 31 0 38 0 1 0 0 0 219 4:10 PM 37 69 0 0 0 1 87 3 0 2 8 2 18 0 33 0 1 1 0 0 262 4:15 PM 26 60 0 0 0 0 61 2 0 5 9 3 38 0 36 1 2 0 0 1 244 4:20 PM 50 53 1 2 0 0 71 10 0 4 9 0 21 0 27 0 1 0 0 1 250 4:25 PM 34 63 0 1 0 0 78 3 0 4 12 2 35 0 19 0 0 0 0 0 251 4:30 PM 34 73 0 2 0 0 70 6 0 1 9 1 28 0 31 0 2 0 0 2 259 4:35 PM 32 66 0 1 0 0 64 5 0 5 24 2 55 0 27 0 0 0 0 0 281 4:40 PM 39 85 1 2 0 0 83 5 1 0 10 1 44 0 28 0 3 0 0 0 302 4:45 PM 33 70 0 2 0 0 103 5 0 2 5 0 31 0 33 0 0 0 0 0 284 4:50 PM 28 45 0 0 0 0 67 3 0 2 10 0 50 0 39 0 0 0 0 0 244 4:55 PM 49 76 0 2 0 1 93 6 0 1 10 1 40 0 29 0 0 0 0 0 308 3186 5:00 PM 33 67 1 0 0 0 58 3 0 3 11 0 41 0 16 0 1 0 0 0 234 3138 5:05 PM 32 81 0 1 0 0 80 5 0 2 17 1 36 0 25 0 2 1 0 0 283 3202 5:10 PM 26 60 0 0 0 0 141 5 0 2 11 3 23 0 44 0 2 1 0 1 319 3259 5:15 PM 43 74 0 1 0 0 75 5 1 1 16 0 42 0 45 0 0 0 0 0 303 3318 5:20 PM 42 70 1 4 0 0 104 10 0 1 8 1 33 0 27 1 0 0 0 0 302 3370 5:25 PM 56 49 0 0 0 2 57 10 0 3 15 2 30 0 41 0 3 0 0 0 268 3387 5:30 PM 41 75 0 1 0 1 128 5 0 1 10 4 38 0 21 0 0 0 0 0 325 3453 5:35 PM 42 54 1 1 0 0 33 5 0 8 6 2 39 0 37 0 1 0 0 0 229 3401 5:40 PM 36 71 0 0 0 0 89 5 0 2 9 1 27 0 20 0 2 0 0 1 263 3362 5:45 PM 35 61 0 0 0 2 59 3 0 2 12 1 46 0 12 1 2 0 0 0 236 3314 5:50 PM 42 78 0 1 0 1 85 8 0 1 7 1 35 0 16 0 0 0 0 1 276 3346 5:55 PM 24 44 0 2 0 2 68 5 0 6 5 1 39 0 20 0 0 1 0 0 217 3255 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 444 816 4 20 0 0 1280 96 4 16 140 16 856 0 464 4 8 8 0 4 4180 Heavy Trucks 0 32 0 0 8 0 0 0 0 0 0 0 40
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Item: 11
2144
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portola Pkwy -- Rancho Pkwy QC JOB #: 17114854 CITY/STATE: Lake Forest, CA DATE: Sat, Jun 7 2025
808 807
68 728 12
412 85 16 33
13 0.95 12
579 481 5 29
344 705 5
1226 1054
Peak-Hour: 12:30 PM -- 1:30 PM
Peak 15-Min: 1:15 PM -- 1:30 PM
1 1.2

5.9 0.5 0

1.2 2.4 0 0
0 0

0.7 0.4 0 3.4

0.3 1.1 20

0.5 0.9
0 0 0
0 0 7 0
0 1
0 1
4 0
1 3 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portola Pkwy
(Northbound)
Portola Pkwy
(Southbound)
Rancho Pkwy
(Eastbound)
Rancho Pkwy
(Westbound) Total Hourly
Totals Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 42 55 0 1 0 1 44 3 0 0 2 1 12 0 19 2 0 1 0 1 184 11:05 AM 37 46 0 1 0 2 26 5 0 0 4 1 22 0 21 0 2 0 0 0 167 11:10 AM 41 63 0 1 0 1 50 3 0 0 2 0 18 0 14 0 0 0 0 1 194 11:15 AM 32 54 0 2 0 1 53 0 0 0 10 1 11 0 25 0 0 0 0 3 192 11:20 AM 26 60 0 1 0 1 55 9 0 0 11 0 18 0 20 0 1 0 0 1 203 11:25 AM 38 42 0 0 0 0 55 5 0 0 10 0 31 0 11 0 0 0 0 0 192 11:30 AM 30 52 0 1 0 1 57 9 0 1 7 0 27 0 9 0 0 0 0 0 194 11:35 AM 34 62 0 1 0 0 68 10 0 0 5 1 11 0 34 1 0 0 0 0 227 11:40 AM 39 61 0 0 0 0 43 13 0 1 4 1 12 0 25 0 2 0 0 0 201 11:45 AM 26 71 0 0 0 0 48 5 0 0 6 3 22 0 10 1 1 0 0 0 193 11:50 AM 33 75 0 1 0 0 52 6 0 0 3 1 16 0 27 2 1 0 0 0 217 11:55 AM 38 54 0 0 0 0 29 8 0 2 4 0 27 0 15 0 3 1 0 1 182 2346 12:00 PM 31 59 0 1 0 0 72 5 0 0 6 0 14 0 29 0 0 0 0 1 218 2380 12:05 PM 20 55 0 0 0 0 50 6 0 0 7 1 19 0 20 1 4 0 0 0 183 2396 12:10 PM 27 58 0 0 0 0 74 4 0 0 6 3 19 0 27 1 0 0 0 1 220 2422 12:15 PM 25 58 0 1 0 0 41 4 0 0 6 1 24 0 20 0 1 0 0 1 182 2412 12:20 PM 41 70 0 2 0 0 44 5 0 0 9 3 27 0 13 1 1 0 0 0 216 2425 12:25 PM 21 54 0 0 0 1 47 7 1 0 5 0 17 0 14 1 1 1 0 1 171 2404 12:30 PM 34 56 1 2 0 1 51 2 0 0 10 1 18 0 23 0 1 0 0 3 203 2413 12:35 PM 19 67 0 1 0 0 71 7 0 0 12 1 15 0 16 1 1 0 0 2 213 2399 12:40 PM 33 59 0 2 0 1 61 6 0 0 6 2 29 0 12 0 0 0 0 1 212 2410 12:45 PM 29 51 1 0 0 1 63 5 0 0 2 0 20 0 17 0 0 0 0 1 190 2407 12:50 PM 33 58 2 0 0 1 45 9 0 0 8 0 29 0 8 0 3 0 0 3 199 2389 12:55 PM 20 76 0 0 0 1 74 6 0 0 3 0 18 0 17 0 1 0 0 1 217 2424 1:00 PM 12 53 0 2 0 0 59 5 0 1 10 2 25 0 14 0 0 0 0 1 184 2390 1:05 PM 34 60 0 2 0 1 67 6 1 0 6 2 21 0 18 0 1 0 0 0 219 2426 1:10 PM 32 46 0 1 0 1 58 8 0 0 5 0 18 0 17 2 0 0 0 0 188 2394 1:15 PM 30 57 0 0 0 2 51 2 0 0 3 2 26 0 11 1 1 0 0 1 187 2399 1:20 PM 28 59 1 1 0 1 58 3 0 0 13 1 29 0 18 0 0 0 0 3 215 2398 1:25 PM 28 63 0 1 0 1 70 8 0 0 7 2 29 0 33 1 4 0 0 0 247 2474 1:30 PM 30 59 0 0 0 1 55 3 0 0 3 1 21 1 19 0 1 0 0 0 194 2465 1:35 PM 21 43 0 0 0 1 57 5 0 0 8 3 20 0 25 1 0 0 0 1 185 2437 1:40 PM 34 52 0 1 0 2 79 7 0 0 6 2 10 0 24 0 2 0 0 0 219 2444 1:45 PM 38 54 0 3 0 0 35 5 0 0 12 0 12 0 14 0 1 0 0 0 174 2428 1:50 PM 47 59 0 2 0 0 53 7 1 0 5 1 31 0 19 0 0 0 0 1 226 2455 1:55 PM 30 76 0 4 0 3 52 3 0 0 2 1 17 0 27 0 0 0 0 0 215 2453

Page 1 of 2 ends

Item: 11
2145
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 344 716 4 8 0 16 716 52 0 0 92 20 584 0 248 8 20 16 0 16 2860 Heavy Trucks 0 4 0 0 0 0 0 0 0 0 0 0 4
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 4 0 0 8 0 0 0 8 0 0 0 20
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2146
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portolo Pkwy/Santa Margarita Pkwy -- El Toro Rd QC JOB #: 17114855 CITY/STATE: Lake Forest, CA DATE: Tue, Jun 3 2025
1874 1315
340 1276 258
903 222 108 312
401 0.94 188
1115 492 16 697
375 981 42
1784 1398
Peak-Hour: 4:35 PM -- 5:35 PM
Peak 15-Min: 4:35 PM -- 4:50 PM

0.2 1.6

0.3 0.2 0
1 0.5 0 0.6
1 1.1

0.7 0.6 0 0.6

1.6 2 0

0.3 1.9
0 7 0
1 0 3 0
0 2
0 0
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portolo Pkwy/Santa Margarita
Pkwy
(Northbound)
Portolo Pkwy/Santa Margarita
Pkwy
(Southbound)
El Toro Rd
(Eastbound)
El Toro Rd
(Westbound) Total Hourly
Totals
Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 39 73 4 0 0 14 78 16 0 6 18 24 28 0 0 2 15 3 0 6 326 4:05 PM 26 48 0 1 0 14 97 26 0 9 22 35 39 0 0 3 9 1 0 6 336 4:10 PM 29 68 3 0 0 18 89 26 0 3 17 32 24 0 0 0 8 3 0 7 327 4:15 PM 31 56 4 1 3 16 72 12 1 11 17 29 36 0 0 1 28 7 0 9 334 4:20 PM 35 84 1 0 0 9 96 15 0 2 26 21 31 0 0 0 17 1 0 9 347 4:25 PM 18 81 2 0 0 13 97 18 0 7 5 9 34 0 0 2 11 1 0 6 304 4:30 PM 23 67 1 1 4 8 63 18 0 5 29 55 44 0 0 1 20 3 0 4 346 4:35 PM 16 106 2 0 2 22 148 24 0 8 11 23 27 0 0 1 22 4 0 4 420 4:40 PM 46 53 5 0 0 14 79 20 1 13 36 51 49 0 0 2 27 7 0 6 409 4:45 PM 43 92 2 0 1 21 117 25 0 8 24 39 32 0 0 0 2 0 0 10 416 4:50 PM 46 106 4 0 1 30 109 17 0 5 8 12 38 0 0 2 12 2 0 2 394 4:55 PM 22 78 4 0 2 20 102 17 2 10 21 34 30 0 0 1 20 0 0 8 371 4330 5:00 PM 21 65 2 0 0 13 110 22 1 8 13 28 41 0 0 3 19 6 0 5 357 4361 5:05 PM 29 53 0 0 2 16 76 29 0 5 24 38 37 0 0 2 12 1 0 10 334 4359 5:10 PM 39 125 2 0 2 26 133 17 0 11 15 16 42 0 0 0 8 1 0 5 442 4474 5:15 PM 23 33 1 0 0 38 114 15 0 6 23 52 51 0 0 1 24 4 0 5 390 4530 5:20 PM 38 90 2 0 0 11 100 29 0 5 13 28 57 0 0 2 17 1 0 12 405 4588 5:25 PM 19 83 4 0 2 26 100 25 0 6 19 37 38 0 0 2 11 3 0 6 381 4665 5:30 PM 33 97 2 0 0 17 88 11 0 4 15 43 50 0 0 0 14 2 0 4 380 4699 5:35 PM 15 52 7 0 0 25 131 22 0 7 24 25 39 0 0 1 10 1 0 9 368 4647 5:40 PM 26 73 2 1 0 16 83 18 1 5 19 34 50 0 0 0 21 4 0 7 360 4598 5:45 PM 33 88 5 1 0 8 122 15 0 4 29 47 42 0 0 0 15 6 0 4 419 4601 5:50 PM 27 73 0 0 0 28 104 18 0 1 19 25 49 0 0 1 18 1 0 5 369 4576 5:55 PM 17 45 3 0 3 17 92 13 0 4 16 28 42 0 0 0 19 0 0 14 313 4518 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 420 1004 48 0 12 228 1376 392 4 116 284 452 432 0 0 12 204 124 0 80 5188 Heavy Trucks 8 16 0 0 4 0 4 0 0 0 4 0 36
Buses
Pedestrians 0 0 28 0 28
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Page 1 of 2 ends

Item: 11
2147
Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2148
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Portolo Pkwy/Santa Margarita Pkwy -- El Toro Rd QC JOB #: 17114856 CITY/STATE: Lake Forest, CA DATE: Sat, Jun 7 2025
1278 1068
237 880 161
804 187 143 398
284 0.95 246
842 371 9 484
325 737 39
1263 1101
Peak-Hour: 12:45 PM -- 1:45 PM
Peak 15-Min: 1:15 PM -- 1:30 PM

0.5 1.1

0.8 0.3 0.6

1.4 1.1 0 1

0.7 1.6
1 1.1 0 0.6

1.5 1.4 0

0.6 1.4
4 2 2
1 0 5 0
0 1
0 0
1 0
0 5 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
R* = RTOR
5-Min Count
Period
Beginning At
Portolo Pkwy/Santa Margarita
Pkwy
(Northbound)
Portolo Pkwy/Santa Margarita
Pkwy
(Southbound)
El Toro Rd
(Eastbound)
El Toro Rd
(Westbound) Total Hourly
Totals
Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 11:00 AM 28 62 0 0 1 16 32 15 0 4 18 18 37 0 0 2 24 4 0 12 273 11:05 AM 37 64 4 0 2 10 60 15 0 1 6 8 21 0 0 1 22 2 0 4 257 11:10 AM 21 68 0 0 2 10 61 8 1 1 23 21 27 0 0 0 15 7 0 7 272 11:15 AM 32 61 1 0 1 13 70 16 1 0 12 11 28 0 0 2 14 2 0 6 270 11:20 AM 27 72 1 0 0 7 52 15 0 1 22 6 30 0 0 1 23 6 0 6 269 11:25 AM 19 51 0 1 1 11 94 11 0 2 12 15 21 0 0 0 35 5 0 5 283 11:30 AM 26 78 1 0 1 11 75 20 0 1 23 10 24 0 0 1 25 1 0 5 302 11:35 AM 46 69 5 2 1 12 88 26 0 1 15 17 37 0 0 1 17 4 0 8 349 11:40 AM 18 51 0 0 2 6 59 23 1 1 19 20 25 0 0 1 18 12 0 6 262 11:45 AM 30 99 2 1 1 9 62 11 0 2 13 16 31 0 0 2 15 1 0 12 307 11:50 AM 44 69 3 0 0 10 64 12 1 0 23 22 40 0 0 1 19 3 0 13 324 11:55 AM 25 76 3 0 3 16 79 14 0 2 8 16 28 0 0 1 23 5 0 5 304 3472 12:00 PM 33 50 2 0 4 10 72 14 0 7 22 18 27 0 0 0 18 3 0 5 285 3484 12:05 PM 20 54 0 0 0 11 88 13 0 4 13 13 27 0 0 3 17 1 0 6 270 3497 12:10 PM 44 70 4 1 1 3 72 19 0 2 10 20 23 0 0 1 11 2 0 8 291 3516 12:15 PM 19 50 1 0 3 11 44 16 1 7 21 26 27 0 0 2 34 7 0 4 273 3519 12:20 PM 33 68 1 0 2 6 81 18 0 4 19 32 32 0 0 0 21 6 0 7 330 3580 12:25 PM 25 69 1 0 2 7 60 19 0 1 10 10 31 0 0 1 21 3 0 14 274 3571 12:30 PM 28 47 2 0 2 12 75 22 0 1 23 19 25 0 0 0 18 5 0 13 292 3561 12:35 PM 40 74 0 0 1 7 49 23 0 7 21 21 27 0 0 2 12 2 0 8 294 3506 12:40 PM 21 61 0 0 5 11 61 22 0 3 23 17 30 0 0 2 8 2 0 5 271 3515 12:45 PM 25 57 0 1 4 15 94 22 0 1 15 23 39 0 0 0 19 3 0 13 331 3539 12:50 PM 33 67 1 0 1 6 72 16 0 4 20 32 32 0 0 2 22 5 0 5 318 3533 12:55 PM 24 52 2 0 1 16 68 16 0 2 14 24 36 0 0 2 19 2 1 4 283 3512 1:00 PM 22 70 0 0 3 10 82 18 0 1 8 19 30 0 0 0 9 3 0 9 284 3511 1:05 PM 34 68 3 0 1 9 67 18 0 1 23 18 26 0 0 0 21 1 0 12 302 3543 1:10 PM 25 43 0 0 3 11 61 20 0 2 12 30 22 0 0 4 26 2 0 11 272 3524 1:15 PM 38 62 3 0 1 14 64 17 0 2 17 33 34 0 0 0 20 1 0 5 311 3562 1:20 PM 23 78 4 0 2 16 81 22 0 2 17 24 31 0 0 0 17 7 0 14 338 3570 1:25 PM 18 63 3 1 2 17 83 21 0 0 10 15 29 0 0 0 29 3 0 10 304 3600 1:30 PM 29 70 0 2 0 15 44 11 1 0 8 16 27 0 0 0 17 3 0 13 256 3564 1:35 PM 22 45 1 0 0 19 79 22 0 1 19 23 31 0 0 0 28 5 0 2 297 3567 1:40 PM 28 62 2 0 2 12 85 17 0 1 24 27 34 0 0 0 19 1 0 9 323 3619 1:45 PM 24 65 1 1 3 11 52 12 0 1 12 21 27 0 0 0 29 2 0 12 273 3561 1:50 PM 29 83 0 0 3 11 64 22 0 1 25 24 24 0 0 1 14 3 0 9 313 3556 1:55 PM 23 54 0 0 2 7 59 17 0 2 25 16 29 0 0 0 18 6 0 7 265 3538

Page 1 of 2 ends

Item: 11
2149
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound Total Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 316 812 60 4 20 188 912 256 0 16 176 288 376 0 0 0 264 160 0 116 3964 Heavy Trucks 4 0 0 0 0 0 4 4 4 0 0 0 16
Buses
Pedestrians 0 8 0 0 8
Bicycles 0 8 0 0 4 0 0 0 4 0 0 0 16
Scooters
Comments:

Report generated on 6/16/2025 2:31 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2 ends

Item: 11
2150
Appendix C – Existing ICU Worksheets
Item: 11
2151
Intersection Analysis Summary
Report File: H:\...\31380_ICU_EX-PM_2025-06-23.pdf 6/23/2025 Vistro File: H:\...\31380_Vistro_ICU.vistro Scenario 1 Ex-wk-pm 31380 - Foothill Ranch Costco
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. 17 El Toro Rd/Portola Pkwy Signalized ICU 1 SB Thru 0.513 - A 16 Rancho Pkwy/Portola Pkwy Signalized ICU 1 SB Thru 0.442 - A 15 CA-241 / Portola Pkwy Signalized ICU 1 SB Thru 0.388 - A 14 Rancho Pkwy S/Alton Pkwy Signalized ICU 1 EB Thru 0.440 - A 13 Commercentre Dr/Alton Pkwy Signalized ICU 1 EB Right 0.511 - A Signalized ICU 1 SB Left 0.549 - A
Glenn Ranch Rd/ Portola
Pkwy 12
Signalized ICU 1 SB Thru 0.451 - A
Towne Centre Dr / Portola
Pkwy 11
10 Lake Forest Dr / Portola Pkwy Signalized ICU 1 NB Thru 0.484 - A Signalized ICU 1 EB Thru 0.368 - A
Lake Forest Dr / Towne
Centre Dr 9
8 Bake Pkwy / Portola Pkwy Signalized ICU 1 NB Thru 0.530 - A 7 Bake Pkwy / Towne Centre Dr Signalized ICU 1 EB Thru 0.529 - A Signalized ICU 1 NB Thru 0.194 - A
Entertainment / Towne Centre
Dr 6
5 Market Pl / Portola Pkwy Signalized ICU 1 NB Thru 0.409 - A 4 Market Pl / Towne Centre Dr Signalized ICU 1 WB Thru 0.289 - A 3 Alton Pkwy / Portola Pkwy Signalized ICU 1 NB Left 0.301 - A 2 Alton Pkwy / Towne Centre Dr Signalized ICU 1 EB Thru 0.291 - A 1 CA-241 / Alton Pkwy Signalized ICU 1 EB Thru 0.327 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2152
Volume to Capacity (v/c): 0.327
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 30.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 1 0 0 0
Total Analysis Volume [veh/h] 56 0 45 247 0 112 168 744 0 51 454 0 Total 15-Minute Volume [veh/h] 14 0 11 62 0 28 42 186 0 13 114 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 56 0 45 247 0 112 168 744 0 51 454 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 2.00 4.00 3.00 0.00 2.00 5.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 56 0 45 247 0 112 168 744 0 51 454 0 Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2153
Intersection V/C 0.327
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.00 0.00 0.07 0.00 0.00 0.10 0.15 0.00 0.03 0.09 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2154
Volume to Capacity (v/c): 0.291
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: Alton Pkwy / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 2 1 0
Pedestrian Volume [ped/h] 4 2 5 2
Total Analysis Volume [veh/h] 186 46 12 42 45 31 134 686 198 43 371 40 Total 15-Minute Volume [veh/h] 47 12 3 11 11 8 34 172 50 11 93 10 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 186 46 12 42 45 31 134 686 198 43 371 40 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 186 46 12 42 45 31 134 686 198 43 371 40 Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2155
Intersection V/C 0.291
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.03 0.01 0.02 0.03 0.02 0.08 0.13 0.00 0.03 0.08 0.08 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2156
Volume to Capacity (v/c): 0.301
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 3: Alton Pkwy / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.02 -0.02
Speed [mph] 45.00 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 1
Entry Pocket Length [ft] 330.00 100.00 255.00 170.00 100.00 100.00 180.00 100.00 100.00 135.00 100.00 135.00 No. of Lanes in Entry Pocket 2 0 1 2 0 0 1 0 0 1 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 2 0 0
Pedestrian Volume [ped/h] 6 6 5 11
Total Analysis Volume [veh/h] 344 186 139 0 187 45 75 112 520 105 53 3 Total 15-Minute Volume [veh/h] 86 47 35 0 47 11 19 28 130 26 13 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 344 186 139 0 187 45 75 112 520 105 53 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 344 186 139 0 187 45 75 112 520 105 53 3 Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2157
Intersection V/C 0.301
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.04 0.00 0.00 0.06 0.00 0.04 0.03 0.00 0.06 0.02 0.02 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2158
Volume to Capacity (v/c): 0.289
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 4: Market Pl / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 3 4 3 9
Total Analysis Volume [veh/h] 125 93 115 130 180 26 33 95 73 87 193 86 Total 15-Minute Volume [veh/h] 31 23 29 33 45 7 8 24 18 22 48 22 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 125 93 115 130 180 26 33 95 73 87 193 86 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 2.00 0.00 0.00 0.00 3.00 0.00 2.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 125 93 115 130 180 26 33 95 73 87 193 86 Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2159
Intersection V/C 0.289
Intersection LOS A
V/C, Movement V/C Ratio 0.07 0.06 0.06 0.08 0.06 0.06 0.02 0.05 0.05 0.05 0.08 0.08 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2160
Volume to Capacity (v/c): 0.409
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 5: Market Pl / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Intersection Setup
Bicycle Volume [bicycles/h] 2 4 6 0
Pedestrian Volume [ped/h] 3 2 0 4
Total Analysis Volume [veh/h] 275 477 28 162 680 24 77 50 140 56 33 104 Total 15-Minute Volume [veh/h] 69 119 7 41 170 6 19 13 35 14 8 26 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 275 477 28 162 680 24 77 50 140 56 33 104 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 0.00 3.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 275 477 28 162 680 24 77 50 140 56 33 104 Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2161
Intersection V/C 0.409
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.15 0.15 0.10 0.14 0.14 0.05 0.03 0.08 0.03 0.04 0.04 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2162
Volume to Capacity (v/c): 0.194
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Entertainment / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Intersection Setup
Bicycle Volume [bicycles/h] 1 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 43 302 3 7 300 35 25 3 47 2 1 1 Total 15-Minute Volume [veh/h] 11 76 1 2 75 9 6 1 12 1 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 43 302 3 7 300 35 25 3 47 2 1 1 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 50.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 43 302 3 7 300 35 25 3 47 2 1 1 Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2163
Intersection V/C 0.194
Intersection LOS A
V/C, Movement V/C Ratio 0.03 0.09 0.09 0.00 0.09 0.02 0.01 0.03 0.03 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2164
Volume to Capacity (v/c): 0.529
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Bake Pkwy / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 2 2 2
Pedestrian Volume [ped/h] 0 3 0 1
Total Analysis Volume [veh/h] 105 153 52 52 154 287 238 659 106 46 519 87 Total 15-Minute Volume [veh/h] 26 38 13 13 39 72 60 165 27 12 130 22 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 105 153 52 52 154 287 238 659 106 46 519 87 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 0.00 0.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 105 153 52 52 154 287 238 659 106 46 519 87 Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2165
Intersection V/C 0.529
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.06 0.06 0.03 0.09 0.17 0.07 0.23 0.23 0.01 0.18 0.18 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2166
Volume to Capacity (v/c): 0.530
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Bake Pkwy / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.02 -0.04
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 235.00 100.00 100.00 255.00 100.00 100.00 195.00 100.00 100.00 290.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 1 1 0 0
Lane Width [ft] 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 10.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 2 3 0
Pedestrian Volume [ped/h] 5 0 2 12
Total Analysis Volume [veh/h] 242 579 66 349 612 91 108 366 214 125 225 184 Total 15-Minute Volume [veh/h] 61 145 17 87 153 23 27 92 54 31 56 46 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 242 579 66 349 612 91 108 366 214 125 225 184 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 3.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 242 579 66 349 612 91 108 366 214 125 225 184 Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2167
Intersection V/C 0.530
Intersection LOS A
V/C, Movement V/C Ratio 0.07 0.19 0.19 0.10 0.14 0.14 0.06 0.11 0.11 0.07 0.12 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2168
Volume to Capacity (v/c): 0.368
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Lake Forest Dr / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.03 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 245.00 100.00 100.00 100.00 100.00 100.00 300.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0 2
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 74 64 3 14 116 210 160 399 56 2 328 24 Total 15-Minute Volume [veh/h] 19 16 1 4 29 53 40 100 14 1 82 6 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 74 64 3 14 116 210 160 399 56 2 328 24 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 7.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 74 64 3 14 116 210 160 399 56 2 328 24 Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2169
Intersection V/C 0.368
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.02 0.02 0.01 0.07 0.12 0.05 0.13 0.13 0.00 0.10 0.10 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2170
Volume to Capacity (v/c): 0.484
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Lake Forest Dr / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.02 -0.04
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 315.00 100.00 100.00 200.00 100.00 100.00 200.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 3 2 1 2
Pedestrian Volume [ped/h] 0 1 2 4
Total Analysis Volume [veh/h] 153 816 183 12 916 64 74 181 141 174 123 34 Total 15-Minute Volume [veh/h] 38 204 46 3 229 16 19 45 35 44 31 9 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 153 816 183 12 916 64 74 181 141 174 123 34 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 153 816 183 12 916 64 74 181 141 174 123 34 Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2171
Intersection V/C 0.484
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.20 0.20 0.00 0.19 0.19 0.04 0.09 0.09 0.10 0.05 0.05 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2172
Volume to Capacity (v/c): 0.451
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Towne Centre Dr / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -0.03
Speed [mph] 45.00 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 240.00 100.00 100.00 270.00 100.00 100.00 155.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Intersection Setup
Bicycle Volume [bicycles/h] 1 2 4 1
Pedestrian Volume [ped/h] 0 0 3 0
Total Analysis Volume [veh/h] 73 1065 43 4 1209 22 8 3 172 125 25 78 Total 15-Minute Volume [veh/h] 18 266 11 1 302 6 2 1 43 31 6 20 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 73 1065 43 4 1209 22 8 3 172 125 25 78 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 3.00 0.00 1.00 0.00 0.00 33.00 0.00 0.00 4.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 73 1065 43 4 1209 22 8 3 172 125 25 78 Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2173
Intersection V/C 0.451
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.22 0.22 0.00 0.24 0.24 0.00 0.00 0.10 0.04 0.06 0.06 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2174
Volume to Capacity (v/c): 0.549
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Glenn Ranch Rd/ Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -0.02
Speed [mph] 50.00 45.00 25.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 180.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 210.00 100.00 100.00 505.00 100.00 170.00 180.00 100.00 100.00 225.00 100.00 250.00 No. of Lanes in Entry Pocket 2 0 0 2 0 1 1 0 0 2 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Intersection Setup
Bicycle Volume [bicycles/h] 4 1 0 3
Pedestrian Volume [ped/h] 1 2 0 4
Total Analysis Volume [veh/h] 74 599 290 737 789 74 77 28 72 236 26 430 Total 15-Minute Volume [veh/h] 19 150 73 184 197 19 19 7 18 59 7 108 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 74 599 290 737 789 74 77 28 72 236 26 430 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 2.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 74 599 290 737 789 74 77 28 72 236 26 430 Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2175
Intersection V/C 0.549
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.12 0.17 0.22 0.15 0.04 0.05 0.03 0.03 0.07 0.01 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2176
Volume to Capacity (v/c): 0.511
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 13: Commercentre Dr/Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 100.00 300.00 100.00 No. of Lanes in Entry Pocket 1 0 0 0 1 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Commercentre Dr Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 522 151 1197 316 18 746
Total 15-Minute Volume [veh/h] 131 38 299 79 5 187
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 522 151 1197 316 18 746
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 1.00 1.00 6.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 522 151 1197 316 18 746
Name Commercentre Dr Alton Pkwy Alton Pkwy
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2177
Intersection V/C 0.511
Intersection LOS A
V/C, Movement V/C Ratio 0.15 0.09 0.30 0.30 0.01 0.15
Movement, Approach, & Intersection Results
Lead / Lag Lead - - - Lead -
Auxiliary Signal Groups
Signal Group 4 0 2 0 1 6
Control Type Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2178
Volume to Capacity (v/c): 0.440
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 14: Rancho Pkwy S/Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 250.00 100.00 210.00 250.00 100.00 250.00 250.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 173 27 95 15 18 114 154 1025 99 34 550 29 Total 15-Minute Volume [veh/h] 43 7 24 4 5 29 39 256 25 9 138 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 173 27 95 15 18 114 154 1025 99 34 550 29 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 6.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 173 27 95 15 18 114 154 1025 99 34 550 29 Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2179
Intersection V/C 0.440
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.04 0.04 0.01 0.01 0.07 0.09 0.20 0.06 0.02 0.11 0.02 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2180
Volume to Capacity (v/c): 0.388
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 15: CA-241 / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 410.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy CA-241 CA-241
Intersection Setup
Bicycle Volume [bicycles/h] 2 1 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 187 824 0 208 925 0 134 0 0 79 0 129 Total 15-Minute Volume [veh/h] 47 206 0 52 231 0 34 0 0 20 0 32 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 187 824 0 208 925 0 134 0 0 79 0 129 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 4.00 2.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 187 824 0 208 925 0 134 0 0 79 0 129 Name Portola Pkwy Portola Pkwy CA-241 CA-241
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2181
Intersection V/C 0.388
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.16 0.00 0.06 0.18 0.00 0.08 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2182
Volume to Capacity (v/c): 0.442
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 16: Rancho Pkwy/Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 100.00 125.00 100.00 225.00 100.00 100.00 200.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Intersection Setup
Bicycle Volume [bicycles/h] 2 1 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 468 818 3 6 1053 90 147 15 838 1 11 3 Total 15-Minute Volume [veh/h] 117 205 1 2 263 23 37 4 210 0 3 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 468 818 3 6 1053 90 147 15 838 1 11 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 468 818 3 6 1053 90 147 15 838 1 11 3 Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2183
Intersection V/C 0.442
Intersection LOS A
V/C, Movement V/C Ratio 0.14 0.16 0.00 0.00 0.21 0.05 0.04 0.05 0.00 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 3 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2184
Volume to Capacity (v/c): 0.513
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 17: El Toro Rd/Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 55.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 700.00 200.00 100.00 200.00 400.00 100.00 325.00 150.00 100.00 200.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 2 0 1 1 0 2
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Intersection Setup
Bicycle Volume [bicycles/h] 0 3 0 2
Pedestrian Volume [ped/h] 1 0 7 0
Total Analysis Volume [veh/h] 375 981 42 258 1276 340 222 401 492 16 188 108 Total 15-Minute Volume [veh/h] 94 245 11 65 319 85 56 100 123 4 47 27 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 375 981 42 258 1276 340 222 401 492 16 188 108 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 375 981 42 258 1276 340 222 401 492 16 188 108 Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2185
Intersection V/C 0.513
Intersection LOS A
V/C, Movement V/C Ratio 0.11 0.19 0.02 0.08 0.25 0.15 0.07 0.08 0.00 0.00 0.04 0.03 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lag - -
Auxiliary Signal Groups 4,5
Signal Group 3 8 0 7 4 5 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 1: 1 Ex-wk-pm Generated with
Item: 11
2186
Intersection Analysis Summary
Report File: H:\...\31380_ICU_EX-SAT_2025-06-23.pdf 6/23/2025 Vistro File: H:\...\31380_Vistro_ICU.vistro Scenario 2 Ex-sat 31380 - Foothill Ranch Costco
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. 17 El Toro Rd/Portola Pkwy Signalized ICU 1 SB Thru 0.421 - A 16 Rancho Pkwy/Portola Pkwy Signalized ICU 1 SB Thru 0.326 - A 15 CA-241 / Portola Pkwy Signalized ICU 1 NB Thru 0.292 - A 14 Rancho Pkwy S/Alton Pkwy Signalized ICU 1 EB Thru 0.262 - A 13 Commercentre Dr/Alton Pkwy Signalized ICU 1 EB Thru 0.266 - A Signalized ICU 1 SB Left 0.354 - A
Glenn Ranch Rd/ Portola
Pkwy 12
Signalized ICU 1 NB Right 0.307 - A
Towne Centre Dr / Portola
Pkwy 11
10 Lake Forest Dr / Portola Pkwy Signalized ICU 1 NB Thru 0.353 - A Signalized ICU 1 WB Thru 0.278 - A
Lake Forest Dr / Towne
Centre Dr 9
8 Bake Pkwy / Portola Pkwy Signalized ICU 1 NB Right 0.420 - A 7 Bake Pkwy / Towne Centre Dr Signalized ICU 1 SB Right 0.539 - A Signalized ICU 1 NB Thru 0.217 - A
Entertainment / Towne Centre
Dr 6
5 Market Pl / Portola Pkwy Signalized ICU 1 NB Thru 0.336 - A 4 Market Pl / Towne Centre Dr Signalized ICU 1 NB Left 0.353 - A 3 Alton Pkwy / Portola Pkwy Signalized ICU 1 NB Left 0.231 - A 2 Alton Pkwy / Towne Centre Dr Signalized ICU 1 EB Thru 0.260 - A 1 CA-241 / Alton Pkwy Signalized ICU 1 EB Thru 0.233 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2187
Volume to Capacity (v/c): 0.233
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 30.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 5 10
Pedestrian Volume [ped/h] 4 2 0 0
Total Analysis Volume [veh/h] 37 0 61 152 0 93 61 503 0 49 441 0 Total 15-Minute Volume [veh/h] 9 0 15 38 0 23 15 126 0 12 110 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 37 0 61 152 0 93 61 503 0 49 441 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 8.00 2.00 2.00 0.00 2.00 2.00 3.00 0.00 2.00 0.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 37 0 61 152 0 93 61 503 0 49 441 0 Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2188
Intersection V/C 0.233
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.00 0.00 0.04 0.00 0.00 0.04 0.10 0.00 0.03 0.09 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2189
Volume to Capacity (v/c): 0.260
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: Alton Pkwy / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 4 2 4 6
Pedestrian Volume [ped/h] 4 4 1 0
Total Analysis Volume [veh/h] 203 39 21 21 33 27 111 401 242 55 322 14 Total 15-Minute Volume [veh/h] 51 10 5 5 8 7 28 100 61 14 81 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 203 39 21 21 33 27 111 401 242 55 322 14 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 3.00 7.00 5.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 203 39 21 21 33 27 111 401 242 55 322 14 Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2190
Intersection V/C 0.260
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.02 0.01 0.01 0.02 0.02 0.07 0.08 0.00 0.03 0.07 0.07 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2191
Volume to Capacity (v/c): 0.231
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 3: Alton Pkwy / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.02 -0.02
Speed [mph] 45.00 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 1
Entry Pocket Length [ft] 330.00 100.00 255.00 170.00 100.00 100.00 180.00 100.00 100.00 135.00 100.00 135.00 No. of Lanes in Entry Pocket 2 0 1 2 0 0 1 0 0 1 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 7 1 1 2
Pedestrian Volume [ped/h] 2 9 1 3
Total Analysis Volume [veh/h] 257 129 102 1 101 68 43 71 273 93 69 3 Total 15-Minute Volume [veh/h] 64 32 26 0 25 17 11 18 68 23 17 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 257 129 102 1 101 68 43 71 273 93 69 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 1.00 0.00 0.00 1.00 0.00 3.00 0.00 1.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 257 129 102 1 101 68 43 71 273 93 69 3 Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2192
Intersection V/C 0.231
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.03 0.00 0.00 0.03 0.00 0.03 0.02 0.00 0.05 0.02 0.02 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2193
Volume to Capacity (v/c): 0.353
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 4: Market Pl / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0 1
Pedestrian Volume [ped/h] 3 2 2 1
Total Analysis Volume [veh/h] 178 86 119 147 175 56 60 137 96 84 230 92 Total 15-Minute Volume [veh/h] 45 22 30 37 44 14 15 34 24 21 58 23 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 178 86 119 147 175 56 60 137 96 84 230 92 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 1.00 3.00 2.00 0.00 0.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 178 86 119 147 175 56 60 137 96 84 230 92 Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2194
Intersection V/C 0.353
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.06 0.06 0.09 0.07 0.07 0.04 0.07 0.07 0.05 0.09 0.09 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2195
Volume to Capacity (v/c): 0.336
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 5: Market Pl / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Intersection Setup
Bicycle Volume [bicycles/h] 15 12 1 5
Pedestrian Volume [ped/h] 4 35 4 0
Total Analysis Volume [veh/h] 291 330 42 102 387 30 66 64 139 59 45 64 Total 15-Minute Volume [veh/h] 73 83 11 26 97 8 17 16 35 15 11 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 291 330 42 102 387 30 66 64 139 59 45 64 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 291 330 42 102 387 30 66 64 139 59 45 64 Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2196
Intersection V/C 0.336
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.11 0.11 0.06 0.08 0.08 0.04 0.04 0.08 0.03 0.03 0.03 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2197
Volume to Capacity (v/c): 0.217
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Entertainment / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Intersection Setup
Bicycle Volume [bicycles/h] 0 3 3 0
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 67 348 1 10 304 42 32 4 60 1 0 3 Total 15-Minute Volume [veh/h] 17 87 0 3 76 11 8 1 15 0 0 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 67 348 1 10 304 42 32 4 60 1 0 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 67 348 1 10 304 42 32 4 60 1 0 3 Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2198
Intersection V/C 0.217
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.10 0.10 0.01 0.09 0.02 0.02 0.04 0.04 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2199
Volume to Capacity (v/c): 0.539
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Bake Pkwy / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 3 1 0
Pedestrian Volume [ped/h] 2 1 0 0
Total Analysis Volume [veh/h] 56 153 53 29 118 317 290 422 78 47 553 75 Total 15-Minute Volume [veh/h] 14 38 13 7 30 79 73 106 20 12 138 19 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 56 153 53 29 118 317 290 422 78 47 553 75 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 56 153 53 29 118 317 290 422 78 47 553 75 Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2200
Intersection V/C 0.539
Intersection LOS A
V/C, Movement V/C Ratio 0.03 0.06 0.06 0.02 0.07 0.19 0.09 0.15 0.15 0.01 0.18 0.18 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2201
Volume to Capacity (v/c): 0.420
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Bake Pkwy / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.02 -0.04
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 235.00 100.00 100.00 255.00 100.00 100.00 195.00 100.00 100.00 290.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 1 1 0 0
Lane Width [ft] 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 10.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 19 6 0 8
Pedestrian Volume [ped/h] 0 1 5 4
Total Analysis Volume [veh/h] 286 531 28 140 530 116 97 106 138 90 231 115 Total 15-Minute Volume [veh/h] 72 133 7 35 133 29 24 27 35 23 58 29 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 286 531 28 140 530 116 97 106 138 90 231 115 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 6.00 0.00 1.00 2.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 286 531 28 140 530 116 97 106 138 90 231 115 Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2202
Intersection V/C 0.420
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.16 0.16 0.04 0.13 0.13 0.06 0.05 0.05 0.05 0.10 0.10 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2203
Volume to Capacity (v/c): 0.278
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Lake Forest Dr / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.03 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 245.00 100.00 100.00 100.00 100.00 100.00 300.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 4 0 0 1
Pedestrian Volume [ped/h] 0 3 2 0
Total Analysis Volume [veh/h] 18 35 4 3 63 114 176 227 27 1 305 31 Total 15-Minute Volume [veh/h] 5 9 1 1 16 29 44 57 7 0 76 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 18 35 4 3 63 114 176 227 27 1 305 31 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 5.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 18 35 4 3 63 114 176 227 27 1 305 31 Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2204
Intersection V/C 0.278
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.01 0.01 0.00 0.04 0.07 0.05 0.07 0.07 0.00 0.10 0.10 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2205
Volume to Capacity (v/c): 0.353
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Lake Forest Dr / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.02 -0.04
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 315.00 100.00 100.00 200.00 100.00 100.00 200.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 6 1 0 4
Pedestrian Volume [ped/h] 0 0 1 1
Total Analysis Volume [veh/h] 134 742 131 6 731 75 51 86 92 91 89 12 Total 15-Minute Volume [veh/h] 34 186 33 2 183 19 13 22 23 23 22 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 134 742 131 6 731 75 51 86 92 91 89 12 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 5.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 134 742 131 6 731 75 51 86 92 91 89 12 Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2206
Intersection V/C 0.353
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.17 0.17 0.00 0.16 0.16 0.03 0.05 0.05 0.05 0.03 0.03 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2207
Volume to Capacity (v/c): 0.307
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Towne Centre Dr / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -0.03
Speed [mph] 45.00 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 240.00 100.00 100.00 270.00 100.00 100.00 155.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Intersection Setup
Bicycle Volume [bicycles/h] 12 3 0 3
Pedestrian Volume [ped/h] 0 0 1 1
Total Analysis Volume [veh/h] 63 981 15 8 884 13 13 5 92 19 10 11 Total 15-Minute Volume [veh/h] 16 245 4 2 221 3 3 1 23 5 3 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 63 981 15 8 884 13 13 5 92 19 10 11 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 12.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 25.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 63 981 15 8 884 13 13 5 92 19 10 11 Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2208
Intersection V/C 0.307
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.20 0.20 0.00 0.18 0.18 0.01 0.00 0.05 0.01 0.01 0.01 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2209
Volume to Capacity (v/c): 0.354
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Glenn Ranch Rd/ Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -0.02
Speed [mph] 50.00 45.00 25.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 180.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 210.00 100.00 100.00 505.00 100.00 170.00 180.00 100.00 100.00 225.00 100.00 250.00 No. of Lanes in Entry Pocket 2 0 0 2 0 1 1 0 0 2 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Intersection Setup
Bicycle Volume [bicycles/h] 4 2 0 2
Pedestrian Volume [ped/h] 3 0 1 0
Total Analysis Volume [veh/h] 55 566 206 435 507 49 61 17 40 130 29 433 Total 15-Minute Volume [veh/h] 14 142 52 109 127 12 15 4 10 33 7 108 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 55 566 206 435 507 49 61 17 40 130 29 433 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 55 566 206 435 507 49 61 17 40 130 29 433 Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2210
Intersection V/C 0.354
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.11 0.12 0.13 0.10 0.03 0.04 0.02 0.02 0.04 0.01 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2211
Volume to Capacity (v/c): 0.266
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 13: Commercentre Dr/Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 100.00 300.00 100.00 No. of Lanes in Entry Pocket 1 0 0 0 1 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Commercentre Dr Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 15 7
Pedestrian Volume [ped/h] 2 0 3
Total Analysis Volume [veh/h] 181 50 613 149 23 613
Total 15-Minute Volume [veh/h] 45 13 153 37 6 153
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 181 50 613 149 23 613
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 4.00 1.00 2.00 14.00 1.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 181 50 613 149 23 613
Name Commercentre Dr Alton Pkwy Alton Pkwy
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2212
Intersection V/C 0.266
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.03 0.15 0.15 0.01 0.12
Movement, Approach, & Intersection Results
Lead / Lag Lead - - - Lead -
Auxiliary Signal Groups
Signal Group 4 0 2 0 1 6
Control Type Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2213
Volume to Capacity (v/c): 0.262
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 14: Rancho Pkwy S/Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 250.00 100.00 210.00 250.00 100.00 250.00 250.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 4 11 3
Pedestrian Volume [ped/h] 1 3 1 4
Total Analysis Volume [veh/h] 73 15 35 10 14 74 66 561 52 20 443 16 Total 15-Minute Volume [veh/h] 18 4 9 3 4 19 17 140 13 5 111 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 73 15 35 10 14 74 66 561 52 20 443 16 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 0.00 14.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 73 15 35 10 14 74 66 561 52 20 443 16 Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2214
Intersection V/C 0.262
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.01 0.01 0.01 0.00 0.04 0.04 0.11 0.03 0.01 0.09 0.01 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2215
Volume to Capacity (v/c): 0.292
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 15: CA-241 / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 410.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy CA-241 CA-241
Intersection Setup
Bicycle Volume [bicycles/h] 3 8 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 155 736 0 105 647 0 77 0 167 74 0 113 Total 15-Minute Volume [veh/h] 39 184 0 26 162 0 19 0 42 19 0 28 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 155 736 0 105 647 0 77 0 167 74 0 113 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 155 736 0 105 647 0 77 0 167 74 0 113 Name Portola Pkwy Portola Pkwy CA-241 CA-241
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2216
Intersection V/C 0.292
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.14 0.00 0.03 0.13 0.00 0.05 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2217
Volume to Capacity (v/c): 0.326
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 16: Rancho Pkwy/Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 100.00 125.00 100.00 225.00 100.00 100.00 200.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Intersection Setup
Bicycle Volume [bicycles/h] 4 7 4 2
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 344 705 5 12 728 68 85 13 481 5 12 16 Total 15-Minute Volume [veh/h] 86 176 1 3 182 17 21 3 120 1 3 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 344 705 5 12 728 68 85 13 481 5 12 16 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 20.00 0.00 1.00 6.00 2.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 344 705 5 12 728 68 85 13 481 5 12 16 Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2218
Intersection V/C 0.326
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.14 0.00 0.00 0.14 0.04 0.03 0.03 0.00 0.00 0.01 0.01 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 3 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2219
Volume to Capacity (v/c): 0.421
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 17: El Toro Rd/Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 55.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 700.00 200.00 100.00 200.00 400.00 100.00 325.00 150.00 100.00 200.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 2 0 1 1 0 2
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Intersection Setup
Bicycle Volume [bicycles/h] 5 5 1 1
Pedestrian Volume [ped/h] 1 4 2 2
Total Analysis Volume [veh/h] 325 737 39 161 880 237 187 284 371 9 246 143 Total 15-Minute Volume [veh/h] 81 184 10 40 220 59 47 71 93 2 62 36 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 325 737 39 161 880 237 187 284 371 9 246 143 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 325 737 39 161 880 237 187 284 371 9 246 143 Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Volumes
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2220
Intersection V/C 0.421
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.14 0.02 0.05 0.17 0.09 0.06 0.06 0.00 0.00 0.05 0.04 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lag - -
Auxiliary Signal Groups 4,5
Signal Group 3 8 0 7 4 5 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
6/23/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 2: 2 Ex-sat Generated with
Item: 11
2221
Appendix D – Existing HCM and Queue
Worksheets
Item: 11
2222
Volume to Capacity (v/c): 0.297
Level Of Service: B
Delay (sec / veh): 18.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes No No
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2223
Bicycle Volume [bicycles/h] 1 0 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 1 0
v_do, Outbound Pedestrian Volume crossing 1 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 60 0 48 266 0 120 181 800 0 55 488 0 Total 15-Minute Volume [veh/h] 15 0 12 66 0 30 45 200 0 14 122 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 1.0000 0.9300 0.9300 1.0000 0.9300 0.9300 0.9300 1.0000 0.9300 0.9300 1.0000 Total Hourly Volume [veh/h] 56 0 45 247 0 112 168 744 0 51 454 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 2.00 0.00 0.00 2.00 4.00 3.00 0.00 2.00 5.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 56 0 45 247 0 112 168 744 0 51 454 0 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2224
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
Vehicle Extension [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 7 0 0 7 0 0 7 15 0 7 15 0
Lead / Lag Lag - - Lag - - Lead - - Lead - -
Split [s] 33 0 0 33 0 0 36 46 0 31 41 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 4.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 10 0 0 10 0 0 0 15 0 0 15 0
Walk [s] 0 0 0 0 0 0 0 6 0 0 6 0
All red [s] 5.0 0.0 0.0 5.0 0.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 Amber [s] 4.0 0.0 0.0 4.0 0.0 0.0 4.0 4.3 0.0 4.0 5.2 0.0 Maximum Green [s] 30 0 0 30 0 0 35 45 0 30 45 0
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2225
95th-Percentile Queue Length [ft/ln] 30.68 146.22 205.05 107.12 63.11 72.69 95th-Percentile Queue Length [veh/ln] 1.23 5.85 8.20 4.28 2.52 2.91 50th-Percentile Queue Length [ft/ln] 17.05 81.23 116.53 59.51 35.06 40.39 50th-Percentile Queue Length [veh/ln] 0.68 3.25 4.66 2.38 1.40 1.62 Critical Lane Group No Yes Yes No No Yes
Lane Group LOS D D D A D B
d, Delay for Lane Group [s/veh] 42.35 46.04 46.65 8.90 47.32 10.49 X, volume / capacity 0.13 0.57 0.66 0.24 0.32 0.16
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.13 1.13 2.77 0.18 1.08 0.11 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.11 0.50
d1, Uniform Delay [s] 42.23 44.91 43.87 8.73 46.24 10.37 c, Capacity [veh/h] 463 463 273 3281 171 3038
s, saturation flow rate [veh/h] 3514 3514 1767 5176 1738 5176 (v / s)_i Volume / Saturation Flow Rate 0.02 0.08 0.10 0.15 0.03 0.09 g / C, Green / Cycle 0.13 0.13 0.15 0.63 0.10 0.59
g_i, Effective Green Time [s] 14 14 17 70 11 65
l2, Clearance Lost Time [s] 3.00 3.00 3.00 4.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 6.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane Group L L L C L C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2226
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 42.35 0.00 0.00 46.04 0.00 0.00 46.65 8.90 0.00 47.32 10.49 0.00 Movement LOS D D D A D B
d_A, Approach Delay [s/veh] 24.20 32.40 15.87 14.22
Approach LOS C C B B
d_I, Intersection Delay [s/veh] 18.03
Intersection LOS B
Intersection V/C 0.297
Emissions
Vehicle Miles Traveled [mph] 9.21 45.23 19.55 86.42 15.84 140.53 Stops [stops/h] 44.61 212.58 152.47 233.60 45.88 158.52 Fuel consumption [US gal/h] 2.00 9.62 4.71 7.93 1.76 8.18 CO [g/h] 140.00 672.36 329.46 554.27 123.32 571.86
NOx [g/h] 27.24 130.82 64.10 107.84 23.99 111.26
VOC [g/h] 32.45 155.83 76.36 128.46 28.58 132.53
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 10.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 45.48 45.48 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.202 2.378 0.000 0.000 Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 436 436 667 560 d_b, Bicycle Delay [s] 33.66 33.64 24.46 28.54
I_b,int, Bicycle LOS Score for Intersection 1.560 1.560 2.099 1.858 Bicycle LOS A A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2227
Volume to Capacity (v/c): 0.270
Level Of Service: C
Delay (sec / veh): 21.9
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: Alton Pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2228
Bicycle Volume [bicycles/h] 0 2 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 3 2 1
v_co, Outbound Pedestrian Volume crossing 1 2 3 1
v_di, Inbound Pedestrian Volume crossing m 2 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 2 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 192 47 6 43 46 6 138 707 204 44 382 28 Total 15-Minute Volume [veh/h] 48 12 2 11 12 2 35 177 51 11 96 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total Hourly Volume [veh/h] 186 46 6 42 45 6 134 686 198 43 371 27 Right Turn on Red Volume [veh/h] 0 0 6 0 0 25 0 0 0 0 0 13 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 186 46 12 42 45 31 134 686 198 43 371 40 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2229
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 8 0 5 8 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 16 40 0 16 40 0 20 34 0 20 34 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 30 0 0 30 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 30 35 0 25 30 0 30 45 0 25 45 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 92.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2230
95th-Percentile Queue Length [ft/ln] 115.66 50.62 6.33 53.60 51.45 6.57 166.13 108.95 54.40 70.56 74.72 95th-Percentile Queue Length [veh/ln] 4.63 2.02 0.25 2.14 2.06 0.26 6.65 4.36 2.18 2.82 2.99 50th-Percentile Queue Length [ft/ln] 64.25 28.12 3.52 29.78 28.58 3.65 92.29 60.53 30.22 39.20 41.51 50th-Percentile Queue Length [veh/ln] 2.57 1.12 0.14 1.19 1.14 0.15 3.69 2.42 1.21 1.57 1.66 Critical Lane Group Yes No No No Yes No No Yes Yes No No Lane Group LOS D D D D D D D B D B B
d, Delay for Lane Group [s/veh] 49.33 41.08 40.00 52.91 45.07 43.73 50.42 10.87 52.96 13.13 13.31 X, volume / capacity 0.58 0.16 0.02 0.42 0.22 0.03 0.67 0.23 0.43 0.14 0.14 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.59 0.27 0.04 2.69 0.51 0.08 3.65 0.18 2.75 0.15 0.31 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 47.74 40.82 39.95 50.21 44.57 43.65 46.77 10.69 50.20 12.98 12.99 c, Capacity [veh/h] 332 285 241 103 212 175 207 3057 103 1914 971 s, saturation flow rate [veh/h] 3486 1900 1609 1810 1900 1568 1810 5176 1810 3589 1820 (v / s)_i Volume / Saturation Flow Rate 0.06 0.02 0.00 0.02 0.02 0.00 0.08 0.14 0.02 0.08 0.08 g / C, Green / Cycle 0.09 0.15 0.15 0.06 0.11 0.11 0.11 0.59 0.06 0.53 0.53 g_i, Effective Green Time [s] 10 16 16 6 12 12 13 65 6 59 59 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 Lane Group L C R L C R L C L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2231
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 49.33 41.08 40.00 52.91 45.07 43.73 50.42 10.87 0.00 52.96 13.18 13.31 Movement LOS D D D D D D D B D B B
d_A, Approach Delay [s/veh] 47.52 48.53 14.04 17.04
Approach LOS D D B B
d_I, Intersection Delay [s/veh] 21.87
Intersection LOS C
Intersection V/C 0.270
Emissions
Vehicle Miles Traveled [mph] 42.17 10.32 1.32 2.48 2.65 0.35 39.74 203.60 0.83 5.13 2.65 Stops [stops/h] 168.07 36.78 4.60 38.94 37.38 4.78 120.70 237.48 39.53 102.53 54.29 Fuel consumption [US gal/h] 4.80 1.06 0.13 1.03 0.98 0.12 4.60 12.03 1.11 2.47 1.30 CO [g/h] 335.42 74.30 9.34 72.14 68.34 8.71 321.52 840.71 77.51 172.55 90.85 NOx [g/h] 65.26 14.46 1.82 14.04 13.30 1.70 62.56 163.57 15.08 33.57 17.68 VOC [g/h] 77.74 17.22 2.17 16.72 15.84 2.02 74.51 194.84 17.96 39.99 21.05 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.60 44.60 44.60 44.60
I_p,int, Pedestrian LOS Score for Intersectio 2.536 2.303 3.030 2.907 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 590 590 463 463 d_b, Bicycle Delay [s] 27.35 27.38 32.52 32.51
I_b,int, Bicycle LOS Score for Intersection 1.974 1.758 2.024 1.816 Bicycle LOS A A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2232
Volume to Capacity (v/c): 0.283
Level Of Service: B
Delay (sec / veh): 12.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 4: Market Pl / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2233
Bicycle Volume [bicycles/h] 1 0 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 5 2 1 4
v_co, Outbound Pedestrian Volume crossing 4 1 2 5
v_di, Inbound Pedestrian Volume crossing m 1 2 2 2
v_do, Outbound Pedestrian Volume crossing 2 2 1 2
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 136 101 90 141 196 20 36 103 50 95 210 58 Total 15-Minute Volume [veh/h] 34 25 23 35 49 5 9 26 13 24 52 14 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 125 93 83 130 180 18 33 95 46 87 193 53 Right Turn on Red Volume [veh/h] 0 0 32 0 0 8 0 0 27 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 0.00 2.00 0.00 0.00 0.00 3.00 0.00 2.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 125 93 115 130 180 26 33 95 73 87 193 86 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2234
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No Yes No Yes No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 22 0 0 22 0 0 22 0 0 22 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 25 35 0 25 35 0 25 30 0 15 20 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2235
95th-Percentile Queue Length [ft/ln] 23.87 27.73 25.63 24.81 30.34 29.83 9.60 30.32 29.58 24.10 48.61 46.87 95th-Percentile Queue Length [veh/ln] 0.95 1.11 1.03 0.99 1.21 1.19 0.38 1.21 1.18 0.96 1.94 1.87 50th-Percentile Queue Length [ft/ln] 13.26 15.40 14.24 13.78 16.86 16.57 5.33 16.84 16.44 13.39 27.00 26.04 50th-Percentile Queue Length [veh/ln] 0.53 0.62 0.57 0.55 0.67 0.66 0.21 0.67 0.66 0.54 1.08 1.04 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS A B B A B B B B B B B B
d, Delay for Lane Group [s/veh] 7.21 12.30 12.43 7.23 12.34 12.36 10.71 17.58 17.84 11.06 16.84 17.00 X, volume / capacity 0.15 0.19 0.21 0.16 0.21 0.21 0.06 0.31 0.33 0.14 0.42 0.43 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.08 0.18 0.24 0.08 0.20 0.21 0.04 0.67 0.86 0.09 0.85 0.98 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 7.13 12.12 12.19 7.15 12.14 12.15 10.67 16.92 16.98 10.97 15.98 16.03 c, Capacity [veh/h] 880 516 430 889 519 502 618 255 225 702 327 303 s, saturation flow rate [veh/h] 1397 1900 1582 1417 1900 1838 1328 1900 1676 1494 1900 1756 (v / s)_i Volume / Saturation Flow Rate 0.10 0.05 0.06 0.10 0.06 0.06 0.03 0.04 0.04 0.06 0.07 0.07 g / C, Green / Cycle 0.48 0.27 0.27 0.48 0.27 0.27 0.33 0.13 0.13 0.33 0.17 0.17 g_i, Effective Green Time [s] 21 12 12 21 12 12 14 6 6 14 7 7 l2, Clearance Lost Time [s] 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 43 43 43 43 43 43 43 43 43 43 43 43 Lane Group L C C L C C L C C L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2236
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 7.21 12.31 12.43 7.23 12.35 12.36 10.71 17.65 17.84 11.06 16.89 17.00 Movement LOS A B B A B B B B B B B B
d_A, Approach Delay [s/veh] 10.22 10.33 16.38 15.39
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 12.71
Intersection LOS B
Intersection V/C 0.283
Emissions
Vehicle Miles Traveled [mph] 16.59 12.19 11.11 30.97 23.95 23.49 1.57 3.40 3.27 14.42 20.82 19.87 Stops [stops/h] 44.39 51.58 47.68 46.15 56.44 55.48 17.85 56.39 55.03 44.82 90.42 87.19 Fuel consumption [US gal/h] 1.17 1.10 1.01 1.74 1.61 1.58 0.22 0.65 0.63 1.10 1.94 1.87 CO [g/h] 81.50 77.09 70.77 121.28 112.64 110.55 15.21 45.35 44.06 76.95 135.84 130.45 NOx [g/h] 15.86 15.00 13.77 23.60 21.92 21.51 2.96 8.82 8.57 14.97 26.43 25.38 VOC [g/h] 18.89 17.87 16.40 28.11 26.10 25.62 3.53 10.51 10.21 17.83 31.48 30.23 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 11.91 11.91 11.91 11.91
I_p,int, Pedestrian LOS Score for Intersectio 2.492 2.414 2.453 2.541 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1628 1628 1395 930 d_b, Bicycle Delay [s] 0.75 0.75 1.97 6.15
I_b,int, Bicycle LOS Score for Intersection 1.856 1.861 1.738 1.886 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2237
Volume to Capacity (v/c): 0.322
Level Of Service: C
Delay (sec / veh): 29.9
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Market Pl / Portola pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2238
Bicycle Volume [bicycles/h] 2 4 6 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 2 0 0 2
v_co, Outbound Pedestrian Volume crossing 2 0 0 2
v_di, Inbound Pedestrian Volume crossing m 1 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 1 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 296 513 20 174 731 18 83 54 63 60 35 45 Total 15-Minute Volume [veh/h] 74 128 5 44 183 5 21 13 16 15 9 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 Total Hourly Volume [veh/h] 275 477 19 162 680 17 77 50 59 56 33 42 Right Turn on Red Volume [veh/h] 0 0 9 0 0 7 0 0 81 0 0 62 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 0.00 3.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 275 477 28 162 680 24 77 50 140 56 33 104 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2239
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 8 0 0 8 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 27 61 0 43 77 0 0 36 0 0 36 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 18 0 0 18 0 0 30 0 0 30 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.5 0.0 1.0 1.5 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 35 50 0 25 50 0 0 30 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 140
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2240
95th-Percentile Queue Length [ft/ln] 224.30 141.69 139.99 262.56 121.34 128.93 132.66 77.63 92.20 95.09 50.51 65.88 95th-Percentile Queue Length [veh/ln] 8.97 5.67 5.60 10.50 4.85 5.16 5.31 3.11 3.69 3.80 2.02 2.64 50th-Percentile Queue Length [ft/ln] 130.59 78.72 77.77 159.12 67.41 71.63 73.70 43.13 51.22 52.83 28.06 36.60 50th-Percentile Queue Length [veh/ln] 5.22 3.15 3.11 6.36 2.70 2.87 2.95 1.73 2.05 2.11 1.12 1.46 Critical Lane Group No No Yes Yes No No Yes No No No No No Lane Group LOS E A A E A A E D E E D D
d, Delay for Lane Group [s/veh] 64.49 9.76 9.77 67.80 8.93 9.11 63.66 54.36 55.39 61.83 53.68 54.46 X, volume / capacity 0.79 0.22 0.22 0.82 0.20 0.20 0.48 0.21 0.30 0.35 0.14 0.21 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.64 0.40 0.40 7.56 0.19 0.36 2.04 0.41 0.81 1.25 0.25 0.50 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 60.84 9.36 9.36 60.24 8.74 8.74 61.62 53.95 54.58 60.58 53.43 53.97 c, Capacity [veh/h] 377 1247 1229 213 2430 1259 173 256 208 169 250 211 s, saturation flow rate [veh/h] 3486 1885 1858 1795 3618 1875 1335 1900 1544 1289 1855 1570 (v / s)_i Volume / Saturation Flow Rate 0.08 0.14 0.14 0.10 0.14 0.14 0.06 0.03 0.04 0.05 0.02 0.03 g / C, Green / Cycle 0.11 0.66 0.66 0.12 0.67 0.67 0.14 0.14 0.14 0.14 0.14 0.14 g_i, Effective Green Time [s] 15 92 92 17 94 94 19 19 19 19 19 19 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 140 140 140 140 140 140 140 140 140 140 140 140 Lane Group L C C L C C L C R L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2241
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 64.49 9.76 9.77 67.80 8.99 9.11 63.66 54.36 55.39 61.83 53.68 54.46 Movement LOS E A A E A A E D E E D D
d_A, Approach Delay [s/veh] 29.30 20.08 58.55 57.43
Approach LOS C C E E
d_I, Intersection Delay [s/veh] 29.91
Intersection LOS C
Intersection V/C 0.322
Emissions
Vehicle Miles Traveled [mph] 70.48 63.87 63.05 36.92 104.58 54.34 12.60 8.20 9.57 1.84 1.07 1.38 Stops [stops/h] 268.66 80.97 80.00 163.68 138.68 73.68 75.81 44.36 52.69 54.34 28.86 37.65 Fuel consumption [US gal/h] 9.64 3.73 3.68 5.70 6.20 3.25 2.13 1.24 1.47 1.05 0.54 0.71 CO [g/h] 673.85 260.63 257.37 398.50 433.70 227.42 148.59 86.92 102.82 73.13 37.84 49.30 NOx [g/h] 131.11 50.71 50.07 77.53 84.38 44.25 28.91 16.91 20.01 14.23 7.36 9.59 VOC [g/h] 156.17 60.40 59.65 92.36 100.51 52.71 34.44 20.14 23.83 16.95 8.77 11.42 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 59.43 59.43 59.43 59.43
I_p,int, Pedestrian LOS Score for Intersectio 3.084 3.084 2.581 2.484 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 779 1007 443 443 d_b, Bicycle Delay [s] 26.13 17.28 42.56 42.43
I_b,int, Bicycle LOS Score for Intersection 2.251 2.071 2.023 1.726 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2242
Volume to Capacity (v/c): 0.204
Level Of Service: A
Delay (sec / veh): 6.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 6: Entertainment / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 150.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 25.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2243
Bicycle Volume [bicycles/h] 1 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 48 339 3 8 337 28 28 3 25 2 1 0 Total 15-Minute Volume [veh/h] 12 85 1 2 84 7 7 1 6 1 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 Total Hourly Volume [veh/h] 43 302 3 7 300 25 25 3 22 2 1 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 10 0 0 25 0 0 1 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 50.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 43 302 3 7 300 35 25 3 47 2 1 1 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2244
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 9 14 0 9 14 0 0 14 0 0 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 25 45 0 25 45 0 0 12 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2245
95th-Percentile Queue Length [ft/ln] 11.00 13.12 13.10 2.10 15.49 2.49 6.83 6.71 0.52 0.23 95th-Percentile Queue Length [veh/ln] 0.44 0.52 0.52 0.08 0.62 0.10 0.27 0.27 0.02 0.01 50th-Percentile Queue Length [ft/ln] 6.11 7.29 7.28 1.17 8.61 1.38 3.79 3.73 0.29 0.13 50th-Percentile Queue Length [veh/ln] 0.24 0.29 0.29 0.05 0.34 0.06 0.15 0.15 0.01 0.01 Critical Lane Group Yes No No No Yes No Yes No No No
Lane Group LOS B A A B A A B B B B
d, Delay for Lane Group [s/veh] 13.04 5.23 5.23 13.56 6.08 5.55 13.53 12.24 13.62 11.60 X, volume / capacity 0.29 0.21 0.21 0.09 0.24 0.04 0.09 0.17 0.01 0.01 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.92 0.13 0.13 0.46 0.09 0.03 0.12 0.46 0.01 0.01 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 12.12 5.10 5.10 13.10 5.99 5.52 13.40 11.78 13.61 11.59 c, Capacity [veh/h] 168 815 812 87 1395 623 314 169 274 195 s, saturation flow rate [veh/h] 1781 1885 1878 1810 3618 1615 1439 1641 849 1900 (v / s)_i Volume / Saturation Flow Rate 0.03 0.09 0.09 0.00 0.09 0.02 0.02 0.02 0.00 0.00 g / C, Green / Cycle 0.09 0.43 0.43 0.05 0.39 0.39 0.10 0.10 0.10 0.10 g_i, Effective Green Time [s] 3 12 12 1 11 11 3 3 3 3
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 29 29 29 29 29 29 29 29 29 29
Lane Group L C C L C R L C L C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2246
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 13.04 5.23 5.23 13.56 6.08 5.55 13.53 12.24 12.24 13.62 11.60 11.60 Movement LOS B A A B A A B B B B B B
d_A, Approach Delay [s/veh] 6.19 6.20 12.88 12.95
Approach LOS A A B B
d_I, Intersection Delay [s/veh] 6.67
Intersection LOS A
Intersection V/C 0.204
Emissions
Vehicle Miles Traveled [mph] 10.90 38.86 38.79 0.98 41.11 3.42 1.22 1.22 0.05 0.02 Stops [stops/h] 30.82 36.74 36.69 5.89 86.78 6.96 19.13 18.78 1.45 0.63 Fuel consumption [US gal/h] 0.77 1.94 1.94 0.10 2.64 0.21 0.21 0.20 0.01 0.01 CO [g/h] 54.15 135.59 135.33 7.24 184.29 14.97 14.35 13.75 0.93 0.41 NOx [g/h] 10.53 26.38 26.33 1.41 35.86 2.91 2.79 2.67 0.18 0.08 VOC [g/h] 12.55 31.42 31.37 1.68 42.71 3.47 3.33 3.19 0.21 0.09 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 5.40 5.40 5.40 5.40
I_p,int, Pedestrian LOS Score for Intersectio 2.405 2.574 1.946 1.871 Crosswalk LOS B B A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 3151 3151 840 2100 d_b, Bicycle Delay [s] 4.73 4.73 4.80 0.04
I_b,int, Bicycle LOS Score for Intersection 1.881 1.876 1.693 1.566 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2247
Volume to Capacity (v/c): 0.441
Level Of Service: C
Delay (sec / veh): 32.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 7: Bake pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2248
Bicycle Volume [bicycles/h] 0 2 2 2
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 1
v_di, Inbound Pedestrian Volume crossing m 0 1 0 2
v_do, Outbound Pedestrian Volume crossing 0 2 0 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 108 158 53 54 159 157 245 679 97 47 535 75 Total 15-Minute Volume [veh/h] 27 39 13 13 40 39 61 170 24 12 134 19 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total Hourly Volume [veh/h] 105 153 51 52 154 152 238 659 94 46 519 73 Right Turn on Red Volume [veh/h] 0 0 1 0 0 135 0 0 12 0 0 14 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 0.00 0.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 105 153 52 52 154 287 238 659 106 46 519 87 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2249
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 20 39 0 20 39 0 29 51 0 20 42 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 26 0 0 26 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 2.5 0.0 2.5 2.5 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 25 40 0 25 40 0 40 50 0 25 50 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 130
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2250
95th-Percentile Queue Length [ft/ln] 162.44 141.29 135.18 82.63 218.72 223.33 175.02 243.09 235.36 33.79 218.77 212.83 95th-Percentile Queue Length [veh/ln] 6.50 5.65 5.41 3.31 8.75 8.93 7.00 9.72 9.41 1.35 8.75 8.51 50th-Percentile Queue Length [ft/ln] 90.25 78.49 75.10 45.91 126.50 129.88 97.23 144.52 138.77 18.77 126.53 122.19 50th-Percentile Queue Length [veh/ln] 3.61 3.14 3.00 1.84 5.06 5.20 3.89 5.78 5.55 0.75 5.06 4.89 Critical Lane Group Yes No No No No Yes Yes No No No No Yes Lane Group LOS E D D E E E E B B E B B
d, Delay for Lane Group [s/veh] 61.35 48.24 48.46 63.46 55.57 58.95 57.83 14.23 14.29 60.15 17.19 17.27 X, volume / capacity 0.65 0.34 0.35 0.52 0.62 0.74 0.66 0.36 0.36 0.26 0.31 0.31 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.30 0.62 0.72 3.97 2.47 5.01 2.07 0.89 0.94 0.77 0.79 0.83 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 57.05 47.62 47.74 59.48 53.09 53.94 55.77 13.34 13.35 59.38 16.41 16.44 c, Capacity [veh/h] 165 319 292 104 255 212 369 1113 1061 179 1013 966 s, saturation flow rate [veh/h] 1795 1885 1726 1781 1885 1565 3414 1861 1774 3514 1870 1783 (v / s)_i Volume / Saturation Flow Rate 0.06 0.06 0.06 0.03 0.08 0.10 0.07 0.21 0.21 0.01 0.17 0.17 g / C, Green / Cycle 0.09 0.17 0.17 0.06 0.14 0.14 0.11 0.60 0.60 0.05 0.54 0.54 g_i, Effective Green Time [s] 12 22 22 8 18 18 14 78 78 7 70 70 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 130 130 130 130 130 130 130 130 130 130 130 130 Lane Group L C C L C R L C C L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2251
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.35 48.31 48.46 63.46 55.57 58.95 57.83 14.25 14.29 60.15 17.23 17.27 Movement LOS E D D E E E E B B E B B
d_A, Approach Delay [s/veh] 52.75 58.16 24.71 20.30
Approach LOS D E C C
d_I, Intersection Delay [s/veh] 32.50
Intersection LOS C
Intersection V/C 0.441
Emissions
Vehicle Miles Traveled [mph] 30.36 30.38 28.94 12.26 36.10 35.65 21.02 34.02 32.55 11.67 77.21 74.27 Stops [stops/h] 99.93 86.91 83.15 50.83 140.06 143.81 215.32 160.02 153.65 41.58 140.10 135.30 Fuel consumption [US gal/h] 3.26 2.87 2.74 1.55 4.23 4.32 6.28 4.30 4.13 1.49 5.48 5.28 CO [g/h] 227.67 200.78 191.76 108.13 295.48 302.22 439.02 300.83 288.67 104.31 382.80 369.01 NOx [g/h] 44.30 39.07 37.31 21.04 57.49 58.80 85.42 58.53 56.17 20.29 74.48 71.80 VOC [g/h] 52.76 46.53 44.44 25.06 68.48 70.04 101.75 69.72 66.90 24.17 88.72 85.52 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 54.49 54.49 54.49 54.49
I_p,int, Pedestrian LOS Score for Intersectio 2.463 2.736 2.967 2.846 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 500 500 654 515 d_b, Bicycle Delay [s] 36.59 36.62 29.50 35.88
I_b,int, Bicycle LOS Score for Intersection 1.824 2.393 2.412 2.113 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 6 5 8 7 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2252
Volume to Capacity (v/c): 0.397
Level Of Service: B
Delay (sec / veh): 19.4
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 15: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk No No Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 210.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 600.00 100.00 100.00 500.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2253
Bicycle Volume [bicycles/h] 2 1 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 210 926 0 234 1039 0 151 0 252 89 0 145 Total 15-Minute Volume [veh/h] 53 231 0 58 260 0 38 0 63 22 0 36 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8900 0.8900 1.0000 0.8900 0.8900 1.0000 0.8900 1.0000 0.8900 0.8900 1.0000 0.8900 Total Hourly Volume [veh/h] 187 824 0 208 925 0 134 0 224 79 0 129 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 4.00 2.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 187 824 0 208 925 0 134 0 224 79 0 129 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2254
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 Minimum Green [s] 10 10 0 10 10 0 15 0 0 8 0 0
Lead / Lag Lead - - Lead - - Lag - - Lag - -
Split [s] 88 50 0 68 40 0 33 0 0 38 0 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 3.0 4.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 15 0 0 15 0 10 0 0 10 0 0
Walk [s] 0 6 0 0 6 0 0 0 0 0 0 0
All red [s] 5.0 5.0 0.0 5.0 5.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 Amber [s] 3.6 5.0 0.0 3.6 5.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 Maximum Green [s] 80 40 0 60 30 0 25 0 0 30 0 0
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2255
95th-Percentile Queue Length [ft/ln] 57.14 151.57 65.82 184.71 73.32 19.92 95th-Percentile Queue Length [veh/ln] 2.29 6.06 2.63 7.39 2.93 0.80 50th-Percentile Queue Length [ft/ln] 31.74 84.20 36.57 102.62 40.73 11.07 50th-Percentile Queue Length [veh/ln] 1.27 3.37 1.46 4.10 1.63 0.44 Critical Lane Group Yes No No Yes Yes No
Lane Group LOS C B C C C B
d, Delay for Lane Group [s/veh] 22.85 18.67 23.92 20.85 20.86 19.28 X, volume / capacity 0.28 0.55 0.34 0.65 0.32 0.10
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.21 0.28 0.29 0.45 0.40 0.05 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 22.64 18.39 23.63 20.40 20.47 19.23 c, Capacity [veh/h] 742 1695 688 1603 467 913
s, saturation flow rate [veh/h] 3514 5012 3486 5176 1795 3514 (v / s)_i Volume / Saturation Flow Rate 0.06 0.18 0.07 0.20 0.08 0.03 g / C, Green / Cycle 0.21 0.34 0.20 0.31 0.26 0.26
g_i, Effective Green Time [s] 14 23 13 21 18 18
l2, Clearance Lost Time [s] 2.00 2.00 3.00 4.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 5.00 6.00 5.00 5.00 C, Cycle Length [s] 68 68 68 68 68 68
Lane Group L C L C L L
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2256
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 22.85 18.67 0.00 23.92 20.85 0.00 20.86 0.00 0.00 19.28 0.00 0.00 Movement LOS C B C C C B
d_A, Approach Delay [s/veh] 19.44 21.41 8.40 7.87
Approach LOS B C A A
d_I, Intersection Delay [s/veh] 19.37
Intersection LOS B
Intersection V/C 0.397
Emissions
Vehicle Miles Traveled [mph] 28.62 126.20 23.29 103.42 23.08 10.02 Stops [stops/h] 133.78 532.30 154.10 648.71 85.83 46.65 Fuel consumption [US gal/h] 3.99 15.92 4.28 17.83 3.69 1.92 CO [g/h] 278.80 1112.46 299.48 1246.31 257.96 133.95
NOx [g/h] 54.24 216.45 58.27 242.49 50.19 26.06
VOC [g/h] 64.61 257.82 69.41 288.84 59.78 31.04
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 10.0 10.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 24.90 24.90
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.308 2.423 Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1171 878 714 860 d_b, Bicycle Delay [s] 5.88 10.76 14.12 11.09
I_b,int, Bicycle LOS Score for Intersection 2.184 2.260 1.560 1.560 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_PM Generated with
Item: 11
2257
Volume to Capacity (v/c): 0.203
Level Of Service: B
Delay (sec / veh): 13.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes No No
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2258
Bicycle Volume [bicycles/h] 0 0 5 10
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 2 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 2 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 41 0 68 169 0 103 68 559 0 54 490 0 Total 15-Minute Volume [veh/h] 10 0 17 42 0 26 17 140 0 14 123 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9000 1.0000 0.9000 0.9000 1.0000 0.9000 0.9000 0.9000 1.0000 0.9000 0.9000 1.0000 Total Hourly Volume [veh/h] 37 0 61 152 0 93 61 503 0 49 441 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 8.00 2.00 2.00 0.00 2.00 2.00 3.00 0.00 2.00 0.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 37 0 61 152 0 93 61 503 0 49 441 0 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2259
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
Vehicle Extension [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 7 0 0 7 0 0 7 15 0 7 15 0
Lead / Lag Lag - - Lag - - Lead - - Lead - -
Split [s] 24 0 0 24 0 0 24 35 0 22 33 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 4.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 15 0 0 15 0
Walk [s] 0 0 0 0 0 0 0 6 0 0 6 0
All red [s] 5.0 0.0 0.0 5.0 0.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 Amber [s] 4.0 0.0 0.0 4.0 0.0 0.0 4.0 4.3 0.0 4.0 5.2 0.0 Maximum Green [s] 30 0 0 30 0 0 35 45 0 30 45 0
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2260
95th-Percentile Queue Length [ft/ln] 21.79 93.90 79.62 62.29 61.75 50.32 95th-Percentile Queue Length [veh/ln] 0.87 3.76 3.18 2.49 2.47 2.01 50th-Percentile Queue Length [ft/ln] 12.11 52.17 44.23 34.61 34.30 27.95 50th-Percentile Queue Length [veh/ln] 0.48 2.09 1.77 1.38 1.37 1.12 Critical Lane Group No Yes No Yes Yes No
Lane Group LOS D D D A D A
d, Delay for Lane Group [s/veh] 45.07 47.54 48.75 7.09 47.16 6.42 X, volume / capacity 0.12 0.47 0.41 0.16 0.31 0.14
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.16 0.95 1.66 0.10 0.96 0.08 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.11 0.50
d1, Uniform Delay [s] 44.91 46.59 47.10 6.99 46.19 6.33 c, Capacity [veh/h] 337 360 164 3434 177 3505
s, saturation flow rate [veh/h] 3292 3514 1767 5176 1810 5176 (v / s)_i Volume / Saturation Flow Rate 0.01 0.05 0.04 0.11 0.03 0.09 g / C, Green / Cycle 0.10 0.10 0.09 0.66 0.10 0.68
g_i, Effective Green Time [s] 11 11 10 73 11 75
l2, Clearance Lost Time [s] 3.00 3.00 3.00 4.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 6.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane Group L L L C L C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2261
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 45.07 0.00 0.00 47.54 0.00 0.00 48.75 7.09 0.00 47.16 6.42 0.00 Movement LOS D D D A D A
d_A, Approach Delay [s/veh] 18.11 30.66 11.61 10.46
Approach LOS B C B B
d_I, Intersection Delay [s/veh] 13.68
Intersection LOS B
Intersection V/C 0.203
Emissions
Vehicle Miles Traveled [mph] 6.30 28.74 7.35 60.39 15.55 141.11 Stops [stops/h] 31.69 136.52 57.88 135.84 44.89 109.73
Fuel consumption [US gal/h] 1.42 6.20 1.81 4.91 1.73 7.05 CO [g/h] 99.42 433.43 126.45 343.50 120.78 492.78
NOx [g/h] 19.34 84.33 24.60 66.83 23.50 95.88
VOC [g/h] 23.04 100.45 29.31 79.61 27.99 114.21
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 10.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 45.48 45.48 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.192 2.267 0.000 0.000 Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 273 273 467 414 d_b, Bicycle Delay [s] 41.05 41.05 32.41 34.76
I_b,int, Bicycle LOS Score for Intersection 1.560 1.560 1.904 1.859 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2262
Volume to Capacity (v/c): 0.280
Level Of Service: B
Delay (sec / veh): 15.6
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: Alton Pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2263
Bicycle Volume [bicycles/h] 4 2 4 6
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 1 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 1 0
v_di, Inbound Pedestrian Volume crossing m 2 2 2 2
v_do, Outbound Pedestrian Volume crossing 2 2 2 2
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 221 42 5 23 36 14 121 436 263 60 350 11 Total 15-Minute Volume [veh/h] 55 11 1 6 9 4 30 109 66 15 88 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 203 39 5 21 33 13 111 401 242 55 322 10 Right Turn on Red Volume [veh/h] 0 0 16 0 0 14 0 0 0 0 0 4 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 3.00 7.00 5.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 203 39 21 21 33 27 111 401 242 55 322 14 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2264
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 8 0 5 8 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 30 0 0 30 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 30 35 0 25 30 0 30 45 0 25 45 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2265
95th-Percentile Queue Length [ft/ln] 53.86 17.34 2.03 12.01 16.20 6.28 59.48 48.33 29.83 42.00 44.58 95th-Percentile Queue Length [veh/ln] 2.15 0.69 0.08 0.48 0.65 0.25 2.38 1.93 1.19 1.68 1.78 50th-Percentile Queue Length [ft/ln] 29.92 9.63 1.13 6.67 9.00 3.49 33.04 26.85 16.57 23.33 24.77 50th-Percentile Queue Length [veh/ln] 1.20 0.39 0.05 0.27 0.36 0.14 1.32 1.07 0.66 0.93 0.99 Critical Lane Group Yes No No No Yes No Yes No No No Yes Lane Group LOS C B B C C C C B C B B
d, Delay for Lane Group [s/veh] 21.76 17.03 16.61 24.45 20.50 20.19 23.62 14.37 23.92 15.60 15.74 X, volume / capacity 0.42 0.10 0.01 0.17 0.13 0.06 0.51 0.27 0.33 0.24 0.24 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.54 0.11 0.02 0.61 0.21 0.12 1.67 0.09 1.02 0.13 0.25 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 21.22 16.93 16.59 23.84 20.29 20.08 21.95 14.28 22.90 15.48 15.49 c, Capacity [veh/h] 522 414 355 133 275 223 238 1602 184 984 507 s, saturation flow rate [veh/h] 3514 1855 1589 1810 1855 1500 1738 5176 1810 3589 1849 (v / s)_i Volume / Saturation Flow Rate 0.06 0.02 0.00 0.01 0.02 0.01 0.07 0.08 0.03 0.07 0.07 g / C, Green / Cycle 0.15 0.22 0.22 0.07 0.15 0.15 0.14 0.31 0.10 0.27 0.27 g_i, Effective Green Time [s] 8 12 12 4 8 8 7 17 6 15 15 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 55 55 55 55 55 55 55 55 55 55 55
Lane Group L C R L C R L C L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2266
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 21.76 17.03 16.61 24.45 20.50 20.19 23.62 14.37 0.00 23.92 15.65 15.74 Movement LOS C B B C C C C B C B B
d_A, Approach Delay [s/veh] 20.92 21.68 11.42 16.83
Approach LOS C C B B
d_I, Intersection Delay [s/veh] 15.64
Intersection LOS B
Intersection V/C 0.280
Emissions
Vehicle Miles Traveled [mph] 48.54 9.22 1.10 1.33 2.08 0.81 34.85 125.56 1.14 4.50 2.35 Stops [stops/h] 157.76 25.40 2.97 17.59 23.72 9.20 87.12 212.33 43.69 123.03 65.29 Fuel consumption [US gal/h] 4.02 0.69 0.08 0.38 0.52 0.20 3.09 8.74 1.00 2.79 1.48 CO [g/h] 280.67 48.11 5.67 26.47 36.09 13.95 215.70 610.88 69.95 195.22 103.24 NOx [g/h] 54.61 9.36 1.10 5.15 7.02 2.71 41.97 118.86 13.61 37.98 20.09 VOC [g/h] 65.05 11.15 1.31 6.13 8.36 3.23 49.99 141.58 16.21 45.24 23.93 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 17.42 17.42 17.42 17.42
I_p,int, Pedestrian LOS Score for Intersectio 2.520 2.220 2.932 2.782 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1282 1098 1648 1648 d_b, Bicycle Delay [s] 3.53 5.56 0.85 0.85
I_b,int, Bicycle LOS Score for Intersection 2.028 1.703 1.866 1.793 Bicycle LOS B A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2267
Volume to Capacity (v/c): 0.347
Level Of Service: B
Delay (sec / veh): 13.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 4: Market Pl / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2268
Bicycle Volume [bicycles/h] 1 1 0 1
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 1 1 0
v_co, Outbound Pedestrian Volume crossing 0 1 1 1
v_di, Inbound Pedestrian Volume crossing m 1 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 1 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 187 91 82 155 184 29 63 144 71 88 242 62 Total 15-Minute Volume [veh/h] 47 23 21 39 46 7 16 36 18 22 61 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 178 86 78 147 175 28 60 137 67 84 230 59 Right Turn on Red Volume [veh/h] 0 0 41 0 0 28 0 0 29 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 1.00 3.00 2.00 0.00 0.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 178 86 119 147 175 56 60 137 96 84 230 92 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2269
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No Yes No Yes No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 22 0 0 22 0 0 22 0 0 22 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 25 35 0 25 35 0 25 30 0 15 20 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2270
95th-Percentile Queue Length [ft/ln] 36.35 26.39 24.16 29.49 32.54 31.72 17.10 43.44 41.64 22.30 58.31 56.33 95th-Percentile Queue Length [veh/ln] 1.45 1.06 0.97 1.18 1.30 1.27 0.68 1.74 1.67 0.89 2.33 2.25 50th-Percentile Queue Length [ft/ln] 20.19 14.66 13.42 16.38 18.08 17.62 9.50 24.14 23.13 12.39 32.40 31.29 50th-Percentile Queue Length [veh/ln] 0.81 0.59 0.54 0.66 0.72 0.70 0.38 0.97 0.93 0.50 1.30 1.25 Critical Lane Group Yes No No Yes No No Yes No No No No Yes Lane Group LOS A B B A B B B B B B B B
d, Delay for Lane Group [s/veh] 7.90 12.78 12.88 7.70 13.38 13.42 10.73 17.54 17.80 10.83 17.78 18.00 X, volume / capacity 0.22 0.18 0.20 0.18 0.23 0.23 0.10 0.38 0.40 0.13 0.49 0.50 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.13 0.18 0.23 0.10 0.24 0.26 0.07 0.79 0.98 0.09 1.14 1.31 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 7.77 12.60 12.65 7.60 13.14 13.16 10.66 16.75 16.82 10.75 16.63 16.68 c, Capacity [veh/h] 861 496 416 874 474 449 627 294 262 679 320 296 s, saturation flow rate [veh/h] 1409 1885 1580 1422 1885 1789 1343 1900 1689 1435 1900 1756 (v / s)_i Volume / Saturation Flow Rate 0.13 0.05 0.05 0.11 0.06 0.06 0.05 0.06 0.06 0.06 0.08 0.08 g / C, Green / Cycle 0.47 0.26 0.26 0.47 0.25 0.25 0.34 0.15 0.15 0.34 0.17 0.17 g_i, Effective Green Time [s] 21 12 12 21 11 11 15 7 7 15 7 7 l2, Clearance Lost Time [s] 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 44 44 44 44 44 44 44 44 44 44 44 44 Lane Group L C C L C C L C C L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2271
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 7.90 12.78 12.88 7.70 13.40 13.42 10.73 17.60 17.80 10.83 17.86 18.00 Movement LOS A B B A B B B B B B B B
d_A, Approach Delay [s/veh] 10.27 11.00 16.09 16.30
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 13.31
Intersection LOS B
Intersection V/C 0.347
Emissions
Vehicle Miles Traveled [mph] 22.81 11.09 10.02 34.04 23.74 23.05 2.75 4.82 4.56 13.36 23.61 22.55 Stops [stops/h] 66.14 48.03 43.97 53.67 59.21 57.73 31.12 79.06 75.78 40.58 106.12 102.51 Fuel consumption [US gal/h] 1.67 1.02 0.93 1.94 1.64 1.60 0.38 0.91 0.87 1.01 2.26 2.17 CO [g/h] 116.57 71.30 64.86 135.89 114.94 111.79 26.60 63.96 61.08 70.49 158.03 151.98 NOx [g/h] 22.68 13.87 12.62 26.44 22.36 21.75 5.18 12.44 11.88 13.72 30.75 29.57 VOC [g/h] 27.02 16.52 15.03 31.49 26.64 25.91 6.16 14.82 14.16 16.34 36.62 35.22 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 12.36 12.36 12.36 12.36
I_p,int, Pedestrian LOS Score for Intersectio 2.517 2.464 2.507 2.566 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1592 1592 1365 910 d_b, Bicycle Delay [s] 0.91 0.91 2.22 6.53
I_b,int, Bicycle LOS Score for Intersection 1.890 1.886 1.813 1.910 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2272
Volume to Capacity (v/c): 0.240
Level Of Service: C
Delay (sec / veh): 34.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Market Pl / Portola pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2273
Bicycle Volume [bicycles/h] 15 12 1 5
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 2 2 0
v_co, Outbound Pedestrian Volume crossing 0 2 2 0
v_di, Inbound Pedestrian Volume crossing m 2 17 2 18
v_do, Outbound Pedestrian Volume crossing 2 18 2 17
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 313 355 38 110 416 15 71 69 73 63 48 33 Total 15-Minute Volume [veh/h] 78 89 9 27 104 4 18 17 18 16 12 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 Total Hourly Volume [veh/h] 291 330 35 102 387 14 66 64 68 59 45 31 Right Turn on Red Volume [veh/h] 0 0 7 0 0 16 0 0 71 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 291 330 42 102 387 30 66 64 139 59 45 64 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2274
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 8 0 0 8 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 27 61 0 43 77 0 0 36 0 0 36 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 18 0 0 18 0 0 30 0 0 30 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.5 0.0 1.0 1.5 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 35 50 0 25 50 0 0 30 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 140
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2275
95th-Percentile Queue Length [ft/ln] 234.22 108.90 105.77 182.87 82.03 86.95 102.42 92.35 98.99 92.85 55.26 53.48 95th-Percentile Queue Length [veh/ln] 9.37 4.36 4.23 7.31 3.28 3.48 4.10 3.69 3.96 3.71 2.21 2.14 50th-Percentile Queue Length [ft/ln] 137.92 60.50 58.76 101.59 45.57 48.31 56.90 51.31 55.00 51.58 30.70 29.71 50th-Percentile Queue Length [veh/ln] 5.52 2.42 2.35 4.06 1.82 1.93 2.28 2.05 2.20 2.06 1.23 1.19 Critical Lane Group Yes No No No No Yes Yes No No No No No Lane Group LOS E B B E B B D D D D D D
d, Delay for Lane Group [s/veh] 64.16 10.37 10.39 70.14 11.66 11.78 53.45 47.72 48.34 54.29 46.90 47.14 X, volume / capacity 0.79 0.17 0.17 0.75 0.13 0.13 0.28 0.19 0.24 0.27 0.11 0.13 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.63 0.29 0.31 7.27 0.12 0.24 0.61 0.25 0.41 0.60 0.14 0.20 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 60.53 10.07 10.08 62.86 11.54 11.54 52.84 47.47 47.93 53.69 46.76 46.94 c, Capacity [veh/h] 395 1209 1164 147 2191 1128 250 364 301 236 364 298 s, saturation flow rate [veh/h] 3514 1885 1815 1810 3589 1848 1279 1900 1571 1260 1900 1556 (v / s)_i Volume / Saturation Flow Rate 0.09 0.11 0.11 0.06 0.08 0.08 0.06 0.04 0.05 0.05 0.02 0.03 g / C, Green / Cycle 0.11 0.64 0.64 0.08 0.61 0.61 0.19 0.19 0.19 0.19 0.19 0.19 g_i, Effective Green Time [s] 16 90 90 11 85 85 27 27 27 27 27 27 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 140 140 140 140 140 140 140 140 140 140 140 140 Lane Group L C C L C C L C R L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2276
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 64.16 10.38 10.39 70.14 11.70 11.78 53.45 47.72 48.34 54.29 46.93 47.14 Movement LOS E B B E B B D D D D D D
d_A, Approach Delay [s/veh] 34.22 23.58 49.84 50.20
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 34.14
Intersection LOS C
Intersection V/C 0.240
Emissions
Vehicle Miles Traveled [mph] 74.53 47.53 46.05 23.34 60.18 31.27 10.78 10.48 11.08 1.93 1.27 1.22 Stops [stops/h] 283.76 62.24 60.45 104.51 93.76 49.69 58.53 52.78 56.57 53.06 31.58 30.56 Fuel consumption [US gal/h] 10.17 2.82 2.74 3.67 3.90 2.04 1.62 1.47 1.57 0.99 0.57 0.55 CO [g/h] 710.80 197.41 191.46 256.48 272.72 142.81 113.47 102.49 109.46 68.96 40.00 38.65 NOx [g/h] 138.30 38.41 37.25 49.90 53.06 27.79 22.08 19.94 21.30 13.42 7.78 7.52 VOC [g/h] 164.74 45.75 44.37 59.44 63.21 33.10 26.30 23.75 25.37 15.98 9.27 8.96 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 59.42 59.42 59.42 59.42
I_p,int, Pedestrian LOS Score for Intersectio 2.994 2.958 2.576 2.433 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 779 1007 443 443 d_b, Bicycle Delay [s] 26.30 17.35 42.45 42.53
I_b,int, Bicycle LOS Score for Intersection 2.148 1.866 2.028 1.706 Bicycle LOS B A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2277
Volume to Capacity (v/c): 0.221
Level Of Service: A
Delay (sec / veh): 7.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 6: Entertainment / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 150.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 25.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2278
Bicycle Volume [bicycles/h] 0 3 3 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 1
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 71 370 1 11 323 32 34 4 24 1 0 1 Total 15-Minute Volume [veh/h] 18 93 0 3 81 8 9 1 6 0 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 Total Hourly Volume [veh/h] 67 348 1 10 304 30 32 4 23 1 0 1 Right Turn on Red Volume [veh/h] 0 0 0 0 0 12 0 0 37 0 0 2 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 67 348 1 10 304 42 32 4 60 1 0 3 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2279
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 9 14 0 9 14 0 0 14 0 0 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 25 45 0 25 45 0 0 12 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2280
95th-Percentile Queue Length [ft/ln] 16.32 15.00 15.00 2.97 16.46 3.16 8.64 6.89 0.27 0.24 95th-Percentile Queue Length [veh/ln] 0.65 0.60 0.60 0.12 0.66 0.13 0.35 0.28 0.01 0.01 50th-Percentile Queue Length [ft/ln] 9.06 8.34 8.33 1.65 9.14 1.76 4.80 3.83 0.15 0.13 50th-Percentile Queue Length [veh/ln] 0.36 0.33 0.33 0.07 0.37 0.07 0.19 0.15 0.01 0.01 Critical Lane Group Yes No No No Yes No Yes No No No
Lane Group LOS B A A B A A B B B B
d, Delay for Lane Group [s/veh] 13.11 5.30 5.30 13.94 6.39 5.89 13.94 12.44 13.91 11.80 X, volume / capacity 0.35 0.23 0.23 0.12 0.24 0.05 0.11 0.16 0.00 0.01 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.04 0.14 0.14 0.59 0.09 0.04 0.16 0.45 0.00 0.01 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 12.07 5.17 5.17 13.34 6.30 5.85 13.78 11.99 13.90 11.79 c, Capacity [veh/h] 202 824 823 91 1347 592 307 170 284 169 s, saturation flow rate [veh/h] 1810 1885 1883 1810 3589 1578 1439 1624 1404 1615 (v / s)_i Volume / Saturation Flow Rate 0.04 0.10 0.10 0.01 0.09 0.02 0.02 0.02 0.00 0.00 g / C, Green / Cycle 0.11 0.44 0.44 0.05 0.38 0.38 0.10 0.10 0.10 0.10 g_i, Effective Green Time [s] 3 13 13 1 11 11 3 3 3 3
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 29 29 29 29 29 29 29 29 29 29
Lane Group L C C L C R L C L C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2281
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 13.11 5.30 5.30 13.94 6.39 5.89 13.94 12.44 12.44 13.91 11.80 11.80 Movement LOS B A A B A A B B B B B B
d_A, Approach Delay [s/veh] 6.56 6.58 13.26 12.85
Approach LOS A A B B
d_I, Intersection Delay [s/veh] 7.06
Intersection LOS A
Intersection V/C 0.221
Emissions
Vehicle Miles Traveled [mph] 16.12 42.13 42.10 1.34 39.41 3.90 1.48 1.22 0.02 0.02 Stops [stops/h] 44.61 41.02 41.00 8.12 89.99 8.65 23.63 18.84 0.73 0.65 Fuel consumption [US gal/h] 1.14 2.11 2.11 0.14 2.60 0.25 0.25 0.20 0.01 0.01 CO [g/h] 79.64 147.82 147.73 10.02 181.68 17.63 17.73 13.84 0.47 0.42 NOx [g/h] 15.50 28.76 28.74 1.95 35.35 3.43 3.45 2.69 0.09 0.08 VOC [g/h] 18.46 34.26 34.24 2.32 42.11 4.09 4.11 3.21 0.11 0.10 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 5.70 5.70 5.70 5.70
I_p,int, Pedestrian LOS Score for Intersectio 2.417 2.594 1.978 1.876 Crosswalk LOS B B A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 3076 3076 820 2050 d_b, Bicycle Delay [s] 4.23 4.24 5.10 0.01
I_b,int, Bicycle LOS Score for Intersection 1.924 1.871 1.723 1.566 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2282
Volume to Capacity (v/c): 0.388
Level Of Service: C
Delay (sec / veh): 29.8
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 7: Bake pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2283
Bicycle Volume [bicycles/h] 0 3 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 1 0 1 1
v_do, Outbound Pedestrian Volume crossing 1 1 1 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 57 155 21 29 119 118 293 426 64 47 559 29 Total 15-Minute Volume [veh/h] 14 39 5 7 30 30 73 107 16 12 140 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 Total Hourly Volume [veh/h] 56 153 21 29 118 117 290 422 63 47 553 29 Right Turn on Red Volume [veh/h] 0 0 32 0 0 200 0 0 15 0 0 46 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 56 153 53 29 118 317 290 422 78 47 553 75 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2284
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 23 35 0 18 30 0 23 47 0 20 44 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 26 0 0 26 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 2.5 0.0 2.5 2.5 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 25 40 0 25 40 0 40 50 0 25 50 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 75.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2285
95th-Percentile Queue Length [ft/ln] 79.61 111.87 110.19 40.52 157.40 161.02 190.31 116.42 111.76 30.79 179.14 176.64 95th-Percentile Queue Length [veh/ln] 3.18 4.47 4.41 1.62 6.30 6.44 7.61 4.66 4.47 1.23 7.17 7.07 50th-Percentile Queue Length [ft/ln] 44.23 62.15 61.22 22.51 87.44 89.45 105.92 64.68 62.09 17.11 99.52 98.13 50th-Percentile Queue Length [veh/ln] 1.77 2.49 2.45 0.90 3.50 3.58 4.24 2.59 2.48 0.68 3.98 3.93 Critical Lane Group Yes No No No No Yes Yes No No No No Yes Lane Group LOS E D D E D E D A A E B B
d, Delay for Lane Group [s/veh] 58.13 48.95 49.09 57.76 52.72 55.17 52.56 9.49 9.52 55.12 13.88 13.90 X, volume / capacity 0.51 0.37 0.38 0.34 0.56 0.66 0.70 0.21 0.21 0.25 0.28 0.28 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.55 0.95 1.03 2.34 2.26 4.14 2.08 0.40 0.43 0.67 0.64 0.65 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 54.58 48.00 48.06 55.43 50.46 51.03 50.48 9.08 9.09 54.46 13.24 13.24 c, Capacity [veh/h] 112 240 230 85 214 178 421 1188 1130 190 1073 1054 s, saturation flow rate [veh/h] 1810 1885 1808 1810 1900 1586 3414 1861 1770 3514 1885 1852 (v / s)_i Volume / Saturation Flow Rate 0.03 0.05 0.05 0.02 0.06 0.07 0.09 0.13 0.14 0.01 0.16 0.16 g / C, Green / Cycle 0.06 0.13 0.13 0.05 0.11 0.11 0.12 0.64 0.64 0.05 0.57 0.57 g_i, Effective Green Time [s] 7 15 15 6 13 13 15 77 77 6 68 68 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C R L C C L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2286
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 58.13 49.01 49.09 57.76 52.72 55.17 52.56 9.50 9.52 55.12 13.89 13.90 Movement LOS E D D E D E D A A E B B
d_A, Approach Delay [s/veh] 51.25 54.36 25.62 16.94
Approach LOS D D C B
d_I, Intersection Delay [s/veh] 29.84
Intersection LOS C
Intersection V/C 0.388
Emissions
Vehicle Miles Traveled [mph] 16.02 24.96 24.52 6.58 27.02 26.79 25.14 21.48 20.55 11.67 73.56 72.45 Stops [stops/h] 53.05 74.54 73.42 27.00 104.88 107.29 254.07 77.57 74.47 41.03 119.37 117.70 Fuel consumption [US gal/h] 1.68 2.40 2.36 0.79 3.10 3.15 7.15 2.18 2.09 1.44 4.84 4.77 CO [g/h] 117.71 167.51 164.83 55.56 216.36 220.38 500.08 152.70 146.41 100.47 338.48 333.55 NOx [g/h] 22.90 32.59 32.07 10.81 42.10 42.88 97.30 29.71 28.49 19.55 65.86 64.90 VOC [g/h] 27.28 38.82 38.20 12.88 50.14 51.07 115.90 35.39 33.93 23.29 78.45 77.30 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.53 49.53 49.53 49.53
I_p,int, Pedestrian LOS Score for Intersectio 2.475 2.823 2.910 2.822 Crosswalk LOS B C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 475 391 641 591 d_b, Bicycle Delay [s] 34.91 38.89 27.72 29.78
I_b,int, Bicycle LOS Score for Intersection 1.778 2.329 2.218 2.121 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 2 1 4 3 - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2287
Volume to Capacity (v/c): 0.272
Level Of Service: B
Delay (sec / veh): 17.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 15: CA-241 / Portola Pkwy
Intersection Level Of Service Report
Crosswalk No No Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 210.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 600.00 100.00 100.00 500.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2288
Bicycle Volume [bicycles/h] 3 8 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 165 783 0 112 688 0 82 0 178 79 0 120 Total 15-Minute Volume [veh/h] 41 196 0 28 172 0 20 0 44 20 0 30 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9400 0.9400 1.0000 0.9400 0.9400 1.0000 0.9400 1.0000 0.9400 0.9400 1.0000 0.9400 Total Hourly Volume [veh/h] 155 736 0 105 647 0 77 0 167 74 0 113 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 155 736 0 105 647 0 77 0 167 74 0 113 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2289
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 Minimum Green [s] 10 10 0 10 10 0 15 0 0 8 0 0
Lead / Lag Lead - - Lead - - Lag - - Lag - -
Split [s] 88 50 0 68 40 0 33 0 0 38 0 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 3.0 4.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 0 0 0 0 0
Walk [s] 0 7 0 0 7 0 0 0 0 0 0 0
All red [s] 5.0 5.0 0.0 5.0 5.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 Amber [s] 3.6 5.0 0.0 3.6 5.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 Maximum Green [s] 80 40 0 60 30 0 25 0 0 30 0 0
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2290
95th-Percentile Queue Length [ft/ln] 34.01 105.91 24.18 101.16 30.78 14.21 95th-Percentile Queue Length [veh/ln] 1.36 4.24 0.97 4.05 1.23 0.57 50th-Percentile Queue Length [ft/ln] 18.89 58.84 13.43 56.20 17.10 7.89 50th-Percentile Queue Length [veh/ln] 0.76 2.35 0.54 2.25 0.68 0.32 Critical Lane Group No Yes Yes No Yes No
Lane Group LOS B B B B B B
d, Delay for Lane Group [s/veh] 17.96 17.03 19.22 19.18 17.40 16.84 X, volume / capacity 0.20 0.50 0.16 0.53 0.18 0.09
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.11 0.25 0.10 0.33 0.19 0.04 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 17.85 16.78 19.12 18.85 17.21 16.80 c, Capacity [veh/h] 838 1560 717 1304 452 885
s, saturation flow rate [veh/h] 3514 5135 3486 5135 1795 3514 (v / s)_i Volume / Saturation Flow Rate 0.05 0.15 0.03 0.13 0.05 0.02 g / C, Green / Cycle 0.24 0.30 0.21 0.25 0.25 0.25
g_i, Effective Green Time [s] 14 18 12 15 15 15
l2, Clearance Lost Time [s] 2.00 2.00 3.00 4.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 5.00 6.00 5.00 5.00 C, Cycle Length [s] 58 58 58 58 58 58
Lane Group L C L C L L
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2291
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 17.96 17.03 0.00 19.22 19.18 0.00 17.40 0.00 0.00 16.84 0.00 0.00 Movement LOS B B B B B B
d_A, Approach Delay [s/veh] 17.19 19.18 5.73 6.93
Approach LOS B B A A
d_I, Intersection Delay [s/veh] 17.11
Intersection LOS B
Intersection V/C 0.272
Emissions
Vehicle Miles Traveled [mph] 28.70 136.17 9.62 59.08 6.57 3.46 Stops [stops/h] 93.04 434.60 66.13 415.10 42.10 38.86
Fuel consumption [US gal/h] 2.99 13.94 1.78 11.04 1.62 1.40 CO [g/h] 209.16 974.73 124.09 771.40 113.01 98.02
NOx [g/h] 40.69 189.65 24.14 150.09 21.99 19.07
VOC [g/h] 48.47 225.90 28.76 178.78 26.19 22.72
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 19.28 19.28
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.237 2.357 Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1368 1026 834 1005 d_b, Bicycle Delay [s] 2.93 6.97 9.93 7.23
I_b,int, Bicycle LOS Score for Intersection 2.081 2.000 1.560 1.560 Bicycle LOS B A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 1: 1 EX_SAT Generated with
Item: 11
2292
Appendix E – Costco Trip Generation
Summary
Item: 11
2293
Non-Gas Warehouse Trip Generation Comparison
In Out Total Primary Pass-By Diverted In Out Total Primary Pass-By Diverted Out Total Foster City 121.06 3.17 3.73 6.91 61% 16% 23% 5.01 4.82 9.83 78% 6% 16% 37.33 73.87 San Francisco 132.01 3.02 3.43 6.45 60% 20% 20% 4.48 4.14 8.63 88% 6% 6% 34.75 68.67 Los Feliz 149.71 2.40 3.67 6.08 71% 14% 15% 4.27 4.47 8.74 78% 13% 9% 40.28 79.59 West Lake Village 136.31 3.09 3.17 6.26 4.56 4.21 8.76 35.34 70.63 Average w/ WLK 134.77 2.92 3.50 6.42 4.58 4.41 8.99 36.92 73.19 Location Size (KSF)
PM Peak Hour Saturday Midday Peak Hour Daily
Item: 11
2294
Appendix F – Existing with Project ICU
Worksheets
Item: 11
2295
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project 31380 - Foothill Ranch Costco
Vistro File: H:\...\31380_Vistro_ICU - October Updates.vistro Scenario 3 Ex-wk-pm with project Report File: C:\...\Ex-wk-PM with Project.pdf 11/14/2025 Intersection Analysis Summary
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 CA-241 / Alton Pkwy Signalized ICU 1 EB Thru 0.371 - A 2 Alton Pkwy / Towne Centre Dr Signalized ICU 1 EB Thru 0.359 - A 3 Alton Pkwy / Portola Pkwy Signalized ICU 1 NB Left 0.304 - A 4 Market Pl / Towne Centre Dr Signalized ICU 1 NB Left 0.470 - A 5 Market Pl / Portola Pkwy Signalized ICU 1 NB Thru 0.409 - A 6 Entertainment / Towne Centre
Dr Signalized ICU 1 EB Thru 0.410 - A
7 Bake Pkwy / Towne Centre Dr Signalized ICU 1 EB Thru 0.574 - A 8 Bake Pkwy / Portola Pkwy Signalized ICU 1 NB Thru 0.551 - A 9 Lake Forest Dr / Towne
Centre Dr Signalized ICU 1 SB Thru 0.396 - A
10 Lake Forest Dr / Portola Pkwy Signalized ICU 1 SB Thru 0.502 - A 11 Towne Centre Dr / Portola
Pkwy Signalized ICU 1 SB Thru 0.576 - A
12 Glenn Ranch Rd/ Portola
Pkwy Signalized ICU 1 SB Left 0.556 - A
13 Commercentre Dr/Alton Pkwy Signalized ICU 1 EB Thru 0.522 - A 14 Rancho Pkwy S/Alton Pkwy Signalized ICU 1 EB Thru 0.454 - A 15 CA-241 / Portola Pkwy Signalized ICU 1 SB Thru 0.416 - A 16 Rancho Pkwy/Portola Pkwy Signalized ICU 1 SB Thru 0.462 - A 17 El Toro Rd/Portola Pkwy Signalized ICU 1 SB Thru 0.532 - A V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. 11/14/2025
Item: 11
2296
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 1: CA-241 / Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.371 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 1 0 0 0
Total Analysis Volume [veh/h] 56 0 66 342 0 112 168 799 0 72 534 0 Total 15-Minute Volume [veh/h] 14 0 17 86 0 28 42 200 0 18 134 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 56 0 66 342 0 112 168 799 0 72 534 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 2.00 4.00 3.00 0.00 2.00 5.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 56 0 66 342 0 112 168 799 0 72 534 0 Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2297
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.371
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.00 0.00 0.10 0.00 0.00 0.10 0.16 0.00 0.04 0.10 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2298
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 2: Alton Pkwy / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.359 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 2 1 0
Pedestrian Volume [ped/h] 4 2 5 2
Total Analysis Volume [veh/h] 388 46 34 42 45 31 134 686 369 57 371 40 Total 15-Minute Volume [veh/h] 97 12 9 11 11 8 34 172 92 14 93 10 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 388 46 34 42 45 31 134 686 369 57 371 40 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 388 46 34 42 45 31 134 686 369 57 371 40 Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Volumes
11/14/2025
Item: 11
2299
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.359
Intersection LOS A
V/C, Movement V/C Ratio 0.11 0.03 0.02 0.02 0.03 0.02 0.08 0.13 0.00 0.03 0.08 0.08 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2300
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 3: Alton Pkwy / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.304 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -2.00
Speed [mph] 45.00 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 1
Entry Pocket Length [ft] 330.00 100.00 255.00 170.00 100.00 100.00 180.00 100.00 100.00 135.00 100.00 135.00 No. of Lanes in Entry Pocket 2 0 1 2 0 0 1 0 0 1 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 2 0 0
Pedestrian Volume [ped/h] 6 6 5 11
Total Analysis Volume [veh/h] 344 186 139 0 187 52 86 123 520 105 60 3 Total 15-Minute Volume [veh/h] 86 47 35 0 47 13 22 31 130 26 15 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 344 186 139 0 187 52 86 123 520 105 60 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 344 186 139 0 187 52 86 123 520 105 60 3 Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Volumes
11/14/2025
Item: 11
2301
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.304
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.04 0.00 0.00 0.06 0.00 0.05 0.04 0.00 0.06 0.02 0.02 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2302
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 4: Market Pl / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.470 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 3 4 3 9
Total Analysis Volume [veh/h] 234 205 115 130 226 165 145 95 146 87 193 86 Total 15-Minute Volume [veh/h] 59 51 29 33 57 41 36 24 37 22 48 22 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 234 205 115 130 226 165 145 95 146 87 193 86 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 2.00 0.00 0.00 0.00 3.00 0.00 2.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 234 205 115 130 226 165 145 95 146 87 193 86 Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Volumes
11/14/2025
Item: 11
2303
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing
Intersection V/C 0.470
Intersection LOS A
V/C, Movement V/C Ratio 0.14 0.09 0.09 0.08 0.12 0.12 0.09 0.07 0.07 0.05 0.08 0.08 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2304
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 5: Market Pl / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.409 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Intersection Setup
Bicycle Volume [bicycles/h] 2 4 6 0
Pedestrian Volume [ped/h] 3 2 0 4
Total Analysis Volume [veh/h] 275 477 28 162 680 24 77 50 140 56 33 104 Total 15-Minute Volume [veh/h] 69 119 7 41 170 6 19 13 35 14 8 26 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 275 477 28 162 680 24 77 50 140 56 33 104 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 0.00 3.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 275 477 28 162 680 24 77 50 140 56 33 104 Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Volumes
11/14/2025
Item: 11
2305
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.409
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.15 0.15 0.10 0.14 0.14 0.05 0.03 0.08 0.03 0.04 0.04 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2306
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 6: Entertainment / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.410 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Intersection Setup
Bicycle Volume [bicycles/h] 1 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 152 411 3 7 373 81 137 3 269 2 1 1 Total 15-Minute Volume [veh/h] 38 103 1 2 93 20 34 1 67 1 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 152 411 3 7 373 81 137 3 269 2 1 1 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 50.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 152 411 3 7 373 81 137 3 269 2 1 1 Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Volumes
11/14/2025
Item: 11
2307
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.410
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.12 0.12 0.00 0.11 0.05 0.08 0.16 0.16 0.00 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2308
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 7: Bake Pkwy / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.574 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 1.00 -2.00
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 2 2 2
Pedestrian Volume [ped/h] 0 3 0 1
Total Analysis Volume [veh/h] 105 273 52 162 314 312 255 659 106 46 519 168 Total 15-Minute Volume [veh/h] 26 68 13 41 79 78 64 165 27 12 130 42 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 105 273 52 162 314 312 255 659 106 46 519 168 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 0.00 0.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 105 273 52 162 314 312 255 659 106 46 519 168 Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Volumes
11/14/2025
Item: 11
2309
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.574
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.10 0.10 0.10 0.18 0.18 0.08 0.23 0.23 0.01 0.20 0.20 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2310
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 8: Bake Pkwy / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.551 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -4.00
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 235.00 100.00 100.00 255.00 100.00 100.00 195.00 100.00 100.00 290.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 1 1 0 0
Lane Width [ft] 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 10.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 2 3 0
Pedestrian Volume [ped/h] 5 0 2 12
Total Analysis Volume [veh/h] 309 579 66 349 612 91 108 387 303 125 239 184 Total 15-Minute Volume [veh/h] 77 145 17 87 153 23 27 97 76 31 60 46 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 309 579 66 349 612 91 108 387 303 125 239 184 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 3.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 309 579 66 349 612 91 108 387 303 125 239 184 Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Volumes
11/14/2025
Item: 11
2311
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.551
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.19 0.19 0.10 0.14 0.14 0.06 0.14 0.14 0.07 0.12 0.12 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2312
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 9: Lake Forest Dr / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.396 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 3.00 -2.00
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 245.00 100.00 100.00 100.00 100.00 100.00 300.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0 2
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 74 165 3 14 248 238 179 399 56 2 328 24 Total 15-Minute Volume [veh/h] 19 41 1 4 62 60 45 100 14 1 82 6 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 74 165 3 14 248 238 179 399 56 2 328 24 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 7.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 74 165 3 14 248 238 179 399 56 2 328 24 Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Volumes
11/14/2025
Item: 11
2313
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.396
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.05 0.05 0.01 0.15 0.14 0.05 0.13 0.13 0.00 0.10 0.10 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2314
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 10: Lake Forest Dr / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.502 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -4.00
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 315.00 100.00 100.00 200.00 100.00 100.00 200.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 3 2 1 2
Pedestrian Volume [ped/h] 0 1 2 4
Total Analysis Volume [veh/h] 153 883 183 12 1005 64 74 181 141 174 123 34 Total 15-Minute Volume [veh/h] 38 221 46 3 251 16 19 45 35 44 31 9 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 153 883 183 12 1005 64 74 181 141 174 123 34 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 153 883 183 12 1005 64 74 181 141 174 123 34 Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Volumes
11/14/2025
Item: 11
2315
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.502
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.21 0.21 0.00 0.21 0.21 0.04 0.09 0.09 0.10 0.05 0.05 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2316
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 11: Towne Centre Dr / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.576 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -3.00
Speed [mph] 45.00 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 240.00 100.00 100.00 270.00 100.00 100.00 155.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Intersection Setup
Bicycle Volume [bicycles/h] 1 2 4 1
Pedestrian Volume [ped/h] 0 0 3 0
Total Analysis Volume [veh/h] 174 1132 43 4 1298 22 8 3 304 125 25 78 Total 15-Minute Volume [veh/h] 44 283 11 1 325 6 2 1 76 31 6 20 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 174 1132 43 4 1298 22 8 3 304 125 25 78 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 3.00 0.00 1.00 0.00 0.00 33.00 0.00 0.00 4.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 174 1132 43 4 1298 22 8 3 304 125 25 78 Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Volumes
11/14/2025
Item: 11
2317
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.576
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.23 0.23 0.00 0.26 0.26 0.00 0.00 0.18 0.04 0.06 0.06 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2318
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 12: Glenn Ranch Rd/ Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.556 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -2.00
Speed [mph] 50.00 45.00 25.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 180.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 210.00 100.00 100.00 505.00 100.00 170.00 180.00 100.00 100.00 225.00 100.00 250.00 No. of Lanes in Entry Pocket 2 0 0 2 0 1 1 0 0 2 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Intersection Setup
Bicycle Volume [bicycles/h] 4 1 0 3
Pedestrian Volume [ped/h] 1 2 0 4
Total Analysis Volume [veh/h] 74 750 290 762 985 74 77 28 72 236 26 447 Total 15-Minute Volume [veh/h] 19 188 73 191 246 19 19 7 18 59 7 112 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 74 750 290 762 985 74 77 28 72 236 26 447 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 2.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 74 750 290 762 985 74 77 28 72 236 26 447 Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Volumes
11/14/2025
Item: 11
2319
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Phasing & Timing
Intersection V/C 0.556
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.15 0.17 0.22 0.19 0.04 0.05 0.03 0.03 0.07 0.01 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2320
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 13: Commercentre Dr/Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.522 Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 100.00 300.00 100.00 No. of Lanes in Entry Pocket 1 0 0 0 1 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Commercentre Dr Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 522 156 1233 316 25 798
Total 15-Minute Volume [veh/h] 131 39 308 79 6 200
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 522 156 1233 316 25 798
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 1.00 1.00 6.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 522 156 1233 316 25 798
Name Commercentre Dr Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2321
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - - Lead -
Auxiliary Signal Groups
Signal Group 4 0 2 0 1 6
Control Type Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Intersection V/C 0.522
Intersection LOS A
V/C, Movement V/C Ratio 0.15 0.09 0.30 0.30 0.01 0.16
Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2322
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 14: Rancho Pkwy S/Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.454 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 250.00 100.00 210.00 250.00 100.00 250.00 250.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 173 27 100 15 18 114 154 1075 99 41 623 29 Total 15-Minute Volume [veh/h] 43 7 25 4 5 29 39 269 25 10 156 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 173 27 100 15 18 114 154 1075 99 41 623 29 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 6.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 173 27 100 15 18 114 154 1075 99 41 623 29 Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2323
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.454
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.04 0.04 0.01 0.01 0.07 0.09 0.21 0.06 0.02 0.12 0.02 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2324
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 15: CA-241 / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.416 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 410.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy CA-241 CA-241
Intersection Setup
Bicycle Volume [bicycles/h] 2 1 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 187 889 0 305 1024 0 134 0 224 79 0 215 Total 15-Minute Volume [veh/h] 47 222 0 76 256 0 34 0 56 20 0 54 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 187 889 0 305 1024 0 134 0 224 79 0 215 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 4.00 2.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 187 889 0 305 1024 0 134 0 224 79 0 215 Name Portola Pkwy Portola Pkwy CA-241 CA-241
Volumes
11/14/2025
Item: 11
2325
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing
Intersection V/C 0.416
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.17 0.00 0.09 0.20 0.00 0.08 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2326
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 16: Rancho Pkwy/Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.462 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 100.00 125.00 100.00 225.00 100.00 100.00 200.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Intersection Setup
Bicycle Volume [bicycles/h] 2 1 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 468 883 3 6 1152 90 147 15 838 1 11 3 Total 15-Minute Volume [veh/h] 117 221 1 2 288 23 37 4 210 0 3 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 468 883 3 6 1152 90 147 15 838 1 11 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 468 883 3 6 1152 90 147 15 838 1 11 3 Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Volumes
11/14/2025
Item: 11
2327
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 3 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.462
Intersection LOS A
V/C, Movement V/C Ratio 0.14 0.17 0.00 0.00 0.23 0.05 0.04 0.05 0.00 0.00 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2328
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Intersection Level Of Service Report
Intersection 17: El Toro Rd/Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.532 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 55.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 700.00 200.00 100.00 200.00 400.00 100.00 325.00 150.00 100.00 200.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 2 0 1 1 0 2
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Intersection Setup
Bicycle Volume [bicycles/h] 0 3 0 2
Pedestrian Volume [ped/h] 1 0 7 0
Total Analysis Volume [veh/h] 375 1037 42 258 1361 354 231 401 492 16 188 108 Total 15-Minute Volume [veh/h] 94 259 11 65 340 89 58 100 123 4 47 27 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 375 1037 42 258 1361 354 231 401 492 16 188 108 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 375 1037 42 258 1361 354 231 401 492 16 188 108 Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Volumes
11/14/2025
Item: 11
2329
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 3: 3 Ex-wk-pm with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lag - -
Auxiliary Signal Groups 4,5
Signal Group 3 8 0 7 4 5 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.532
Intersection LOS A
V/C, Movement V/C Ratio 0.11 0.20 0.02 0.08 0.27 0.15 0.07 0.08 0.00 0.00 0.04 0.03 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2330
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project 31380 - Foothill Ranch Costco
Vistro File: H:\...\31380_Vistro_ICU - October Updates.vistro Scenario 4 Ex-sat with project Report File: C:\...\Ex-wk-SAT with Project.pdf 11/14/2025 Intersection Analysis Summary
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 CA-241 / Alton Pkwy Signalized ICU 1 EB Thru 0.291 - A 2 Alton Pkwy / Towne Centre Dr Signalized ICU 1 NB Left 0.325 - A 3 Alton Pkwy / Portola Pkwy Signalized ICU 1 NB Left 0.235 - A 4 Market Pl / Towne Centre Dr Signalized ICU 1 NB Left 0.621 - B 5 Market Pl / Portola Pkwy Signalized ICU 1 NB Thru 0.336 - A 6 Entertainment / Towne Centre
Dr Signalized ICU 1 EB Thru 0.538 - A
7 Bake Pkwy / Towne Centre Dr Signalized ICU 1 WB Thru 0.616 - B 8 Bake Pkwy / Portola Pkwy Signalized ICU 1 NB Right 0.463 - A 9 Lake Forest Dr / Towne
Centre Dr Signalized ICU 1 SB Thru 0.360 - A
10 Lake Forest Dr / Portola Pkwy Signalized ICU 1 NB Thru 0.375 - A 11 Towne Centre Dr / Portola
Pkwy Signalized ICU 1 NB Thru 0.476 - A
12 Glenn Ranch Rd/ Portola
Pkwy Signalized ICU 1 NB Thru 0.404 - A
13 Commercentre Dr/Alton Pkwy Signalized ICU 1 EB Thru 0.288 - A 14 Rancho Pkwy S/Alton Pkwy Signalized ICU 1 EB Thru 0.287 - A 15 CA-241 / Portola Pkwy Signalized ICU 1 NB Thru 0.350 - A 16 Rancho Pkwy/Portola Pkwy Signalized ICU 1 SB Thru 0.355 - A 17 El Toro Rd/Portola Pkwy Signalized ICU 1 SB Thru 0.453 - A V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. 11/14/2025
Item: 11
2331
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 1: CA-241 / Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.291 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 5 10
Pedestrian Volume [ped/h] 4 2 0 0
Total Analysis Volume [veh/h] 37 0 76 237 0 93 61 628 0 63 562 0 Total 15-Minute Volume [veh/h] 9 0 19 59 0 23 15 157 0 16 141 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 37 0 76 237 0 93 61 628 0 63 562 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 8.00 2.00 2.00 0.00 2.00 2.00 3.00 0.00 2.00 0.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 37 0 76 237 0 93 61 628 0 63 562 0 Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2332
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.291
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.00 0.00 0.07 0.00 0.00 0.04 0.12 0.00 0.04 0.11 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2333
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 2: Alton Pkwy / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.325 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 4 2 4 6
Pedestrian Volume [ped/h] 4 4 1 0
Total Analysis Volume [veh/h] 423 39 52 21 33 27 111 401 467 87 322 14 Total 15-Minute Volume [veh/h] 106 10 13 5 8 7 28 100 117 22 81 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 423 39 52 21 33 27 111 401 467 87 322 14 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 3.00 7.00 5.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 423 39 52 21 33 27 111 401 467 87 322 14 Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Volumes
11/14/2025
Item: 11
2334
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.325
Intersection LOS A
V/C, Movement V/C Ratio 0.12 0.02 0.03 0.01 0.02 0.02 0.07 0.08 0.00 0.05 0.07 0.07 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2335
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 3: Alton Pkwy / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.235 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -2.00
Speed [mph] 45.00 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 1
Entry Pocket Length [ft] 330.00 100.00 255.00 170.00 100.00 100.00 180.00 100.00 100.00 135.00 100.00 135.00 No. of Lanes in Entry Pocket 2 0 1 2 0 0 1 0 0 1 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 7 1 1 2
Pedestrian Volume [ped/h] 2 9 1 3
Total Analysis Volume [veh/h] 257 129 102 1 101 84 59 86 273 93 85 3 Total 15-Minute Volume [veh/h] 64 32 26 0 25 21 15 22 68 23 21 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 257 129 102 1 101 84 59 86 273 93 85 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 1.00 0.00 0.00 1.00 0.00 3.00 0.00 1.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 257 129 102 1 101 84 59 86 273 93 85 3 Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Volumes
11/14/2025
Item: 11
2336
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.235
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.03 0.00 0.00 0.03 0.00 0.03 0.03 0.00 0.05 0.03 0.03 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2337
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 4: Market Pl / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.621 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0 1
Pedestrian Volume [ped/h] 3 2 2 1
Total Analysis Volume [veh/h] 380 212 119 147 239 249 185 137 194 84 230 92 Total 15-Minute Volume [veh/h] 95 53 30 37 60 62 46 34 49 21 58 23 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 380 212 119 147 239 249 185 137 194 84 230 92 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 1.00 3.00 2.00 0.00 0.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 380 212 119 147 239 249 185 137 194 84 230 92 Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Volumes
11/14/2025
Item: 11
2338
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing
Intersection V/C 0.621
Intersection LOS B
V/C, Movement V/C Ratio 0.22 0.10 0.10 0.09 0.14 0.14 0.11 0.10 0.10 0.05 0.09 0.09 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2339
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 5: Market Pl / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.336 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Intersection Setup
Bicycle Volume [bicycles/h] 15 12 1 5
Pedestrian Volume [ped/h] 4 35 4 0
Total Analysis Volume [veh/h] 291 330 42 102 387 30 66 64 139 59 45 64 Total 15-Minute Volume [veh/h] 73 83 11 26 97 8 17 16 35 15 11 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 291 330 42 102 387 30 66 64 139 59 45 64 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 291 330 42 102 387 30 66 64 139 59 45 64 Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Volumes
11/14/2025
Item: 11
2340
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.336
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.11 0.11 0.06 0.08 0.08 0.04 0.04 0.08 0.03 0.03 0.03 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2341
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 6: Entertainment / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.538 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Intersection Setup
Bicycle Volume [bicycles/h] 0 3 3 0
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 270 550 1 10 402 106 158 4 354 1 0 3 Total 15-Minute Volume [veh/h] 68 138 0 3 101 27 40 1 89 0 0 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 270 550 1 10 402 106 158 4 354 1 0 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 270 550 1 10 402 106 158 4 354 1 0 3 Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Volumes
11/14/2025
Item: 11
2342
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.538
Intersection LOS A
V/C, Movement V/C Ratio 0.16 0.16 0.16 0.01 0.12 0.06 0.09 0.21 0.21 0.00 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2343
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 7: Bake Pkwy / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.616 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 1.00 -2.00
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 3 1 0
Pedestrian Volume [ped/h] 2 1 0 0
Total Analysis Volume [veh/h] 56 371 53 174 328 354 328 422 78 47 553 224 Total 15-Minute Volume [veh/h] 14 93 13 44 82 89 82 106 20 12 138 56 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 56 371 53 174 328 354 328 422 78 47 553 224 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 56 371 53 174 328 354 328 422 78 47 553 224 Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Volumes
11/14/2025
Item: 11
2344
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.616
Intersection LOS B
V/C, Movement V/C Ratio 0.03 0.12 0.12 0.10 0.19 0.21 0.10 0.15 0.15 0.01 0.23 0.23 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2345
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 8: Bake Pkwy / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.463 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -4.00
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 235.00 100.00 100.00 255.00 100.00 100.00 195.00 100.00 100.00 290.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 1 1 0 0
Lane Width [ft] 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 10.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 19 6 0 8
Pedestrian Volume [ped/h] 0 1 5 4
Total Analysis Volume [veh/h] 402 531 28 140 530 116 97 138 251 90 264 115 Total 15-Minute Volume [veh/h] 101 133 7 35 133 29 24 35 63 23 66 29 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 402 531 28 140 530 116 97 138 251 90 264 115 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 6.00 0.00 1.00 2.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 402 531 28 140 530 116 97 138 251 90 264 115 Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Volumes
11/14/2025
Item: 11
2346
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.463
Intersection LOS A
V/C, Movement V/C Ratio 0.12 0.16 0.16 0.04 0.13 0.13 0.06 0.08 0.08 0.05 0.11 0.11 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2347
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 9: Lake Forest Dr / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.360 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 3.00 -2.00
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 245.00 100.00 100.00 100.00 100.00 100.00 300.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 4 0 0 1
Pedestrian Volume [ped/h] 0 3 2 0
Total Analysis Volume [veh/h] 18 209 4 3 231 156 220 227 27 1 305 31 Total 15-Minute Volume [veh/h] 5 52 1 1 58 39 55 57 7 0 76 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 18 209 4 3 231 156 220 227 27 1 305 31 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 5.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 18 209 4 3 231 156 220 227 27 1 305 31 Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Volumes
11/14/2025
Item: 11
2348
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.360
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.06 0.06 0.00 0.14 0.09 0.06 0.07 0.07 0.00 0.10 0.10 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2349
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 10: Lake Forest Dr / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.375 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -4.00
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 315.00 100.00 100.00 200.00 100.00 100.00 200.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 6 1 0 4
Pedestrian Volume [ped/h] 0 0 1 1
Total Analysis Volume [veh/h] 134 858 131 6 844 75 51 86 92 91 89 12 Total 15-Minute Volume [veh/h] 34 215 33 2 211 19 13 22 23 23 22 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 134 858 131 6 844 75 51 86 92 91 89 12 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 5.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 134 858 131 6 844 75 51 86 92 91 89 12 Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Volumes
11/14/2025
Item: 11
2350
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.375
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.19 0.19 0.00 0.18 0.18 0.03 0.05 0.05 0.05 0.03 0.03 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2351
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 11: Towne Centre Dr / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.476 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -3.00
Speed [mph] 45.00 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 240.00 100.00 100.00 270.00 100.00 100.00 155.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Intersection Setup
Bicycle Volume [bicycles/h] 12 3 0 3
Pedestrian Volume [ped/h] 0 0 1 1
Total Analysis Volume [veh/h] 237 1097 15 8 997 13 13 5 260 19 10 11 Total 15-Minute Volume [veh/h] 59 274 4 2 249 3 3 1 65 5 3 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 237 1097 15 8 997 13 13 5 260 19 10 11 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 12.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 25.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 237 1097 15 8 997 13 13 5 260 19 10 11 Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Volumes
11/14/2025
Item: 11
2352
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.476
Intersection LOS A
V/C, Movement V/C Ratio 0.07 0.22 0.22 0.00 0.20 0.20 0.01 0.00 0.15 0.01 0.01 0.01 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2353
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 12: Glenn Ranch Rd/ Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.404 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -2.00
Speed [mph] 50.00 45.00 25.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 180.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 210.00 100.00 100.00 505.00 100.00 170.00 180.00 100.00 100.00 225.00 100.00 250.00 No. of Lanes in Entry Pocket 2 0 0 2 0 1 1 0 0 2 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Intersection Setup
Bicycle Volume [bicycles/h] 4 2 0 2
Pedestrian Volume [ped/h] 3 0 1 0
Total Analysis Volume [veh/h] 55 818 206 472 751 49 61 17 40 130 29 471 Total 15-Minute Volume [veh/h] 14 205 52 118 188 12 15 4 10 33 7 118 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 55 818 206 472 751 49 61 17 40 130 29 471 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 55 818 206 472 751 49 61 17 40 130 29 471 Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Volumes
11/14/2025
Item: 11
2354
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Phasing & Timing
Intersection V/C 0.404
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.16 0.12 0.14 0.15 0.03 0.04 0.02 0.02 0.04 0.01 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2355
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 13: Commercentre Dr/Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.288 Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 100.00 300.00 100.00 No. of Lanes in Entry Pocket 1 0 0 0 1 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Commercentre Dr Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 15 7
Pedestrian Volume [ped/h] 2 0 3
Total Analysis Volume [veh/h] 181 61 694 149 33 692
Total 15-Minute Volume [veh/h] 45 15 174 37 8 173
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 181 61 694 149 33 692
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 4.00 1.00 2.00 14.00 1.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 181 61 694 149 33 692
Name Commercentre Dr Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2356
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - - Lead -
Auxiliary Signal Groups
Signal Group 4 0 2 0 1 6
Control Type Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Intersection V/C 0.288
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.04 0.17 0.17 0.02 0.14
Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2357
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 14: Rancho Pkwy S/Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.287 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 250.00 100.00 210.00 250.00 100.00 250.00 250.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 4 11 3
Pedestrian Volume [ped/h] 1 3 1 4
Total Analysis Volume [veh/h] 73 15 46 10 14 74 66 675 52 31 553 16 Total 15-Minute Volume [veh/h] 18 4 12 3 4 19 17 169 13 8 138 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 73 15 46 10 14 74 66 675 52 31 553 16 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 0.00 14.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 73 15 46 10 14 74 66 675 52 31 553 16 Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2358
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.287
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.02 0.02 0.01 0.00 0.04 0.04 0.13 0.03 0.02 0.11 0.01 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2359
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 15: CA-241 / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.350 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 410.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy CA-241 CA-241
Intersection Setup
Bicycle Volume [bicycles/h] 3 8 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 147 889 0 202 794 0 77 0 167 70 0 186 Total 15-Minute Volume [veh/h] 37 222 0 51 199 0 19 0 42 18 0 47 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 147 889 0 202 794 0 77 0 167 70 0 186 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 147 889 0 202 794 0 77 0 167 70 0 186 Name Portola Pkwy Portola Pkwy CA-241 CA-241
Volumes
11/14/2025
Item: 11
2360
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing
Intersection V/C 0.350
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.17 0.00 0.06 0.16 0.00 0.05 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2361
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 16: Rancho Pkwy/Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.355 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 100.00 125.00 100.00 225.00 100.00 100.00 200.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Intersection Setup
Bicycle Volume [bicycles/h] 4 7 4 2
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 344 858 5 12 875 68 85 13 481 5 12 16 Total 15-Minute Volume [veh/h] 86 215 1 3 219 17 21 3 120 1 3 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 344 858 5 12 875 68 85 13 481 5 12 16 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 20.00 0.00 1.00 6.00 2.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 344 858 5 12 875 68 85 13 481 5 12 16 Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Volumes
11/14/2025
Item: 11
2362
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 3 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.355
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.17 0.00 0.00 0.17 0.04 0.03 0.03 0.00 0.00 0.01 0.01 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2363
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Intersection Level Of Service Report
Intersection 17: El Toro Rd/Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.453 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 55.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 700.00 200.00 100.00 200.00 400.00 100.00 325.00 150.00 100.00 200.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 2 0 1 1 0 2
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Intersection Setup
Bicycle Volume [bicycles/h] 5 5 1 1
Pedestrian Volume [ped/h] 1 4 2 2
Total Analysis Volume [veh/h] 325 868 39 161 1006 258 209 284 371 9 246 143 Total 15-Minute Volume [veh/h] 81 217 10 40 252 65 52 71 93 2 62 36 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 325 868 39 161 1006 258 209 284 371 9 246 143 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 325 868 39 161 1006 258 209 284 371 9 246 143 Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Volumes
11/14/2025
Item: 11
2364
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 4: 4 Ex-sat with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lag - -
Auxiliary Signal Groups 4,5
Signal Group 3 8 0 7 4 5 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.453
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.17 0.02 0.05 0.20 0.10 0.06 0.06 0.00 0.00 0.05 0.04 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2365
Appendix G – Existing with Project HCM and
Queue Worksheets
Item: 11
2366
Volume to Capacity (v/c): 0.346
Level Of Service: B
Delay (sec / veh): 19.9
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes No No
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2367
Bicycle Volume [bicycles/h] 1 0 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 1 0
v_do, Outbound Pedestrian Volume crossing 1 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 60 0 71 368 0 120 181 859 0 77 574 0 Total 15-Minute Volume [veh/h] 15 0 18 92 0 30 45 215 0 19 144 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 1.0000 0.9300 0.9300 1.0000 0.9300 0.9300 0.9300 1.0000 0.9300 0.9300 1.0000 Total Hourly Volume [veh/h] 56 0 66 342 0 112 168 799 0 72 534 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 2.00 4.00 3.00 0.00 2.00 5.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 56 0 66 342 0 112 168 799 0 72 534 0 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2368
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
Vehicle Extension [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 7 0 0 7 0 0 7 15 0 7 15 0
Lead / Lag Lag - - Lag - - Lead - - Lead - -
Split [s] 33 0 0 33 0 0 36 46 0 31 41 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 4.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 10 0 0 10 0 0 0 15 0 0 15 0
Walk [s] 0 0 0 0 0 0 0 6 0 0 6 0
All red [s] 5.0 0.0 0.0 5.0 0.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 Amber [s] 4.0 0.0 0.0 4.0 0.0 0.0 4.0 4.3 0.0 4.0 5.2 0.0 Maximum Green [s] 30 0 0 30 0 0 35 45 0 30 45 0
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2369
95th-Percentile Queue Length [ft/ln] 29.41 197.93 204.97 133.63 89.17 96.06 95th-Percentile Queue Length [veh/ln] 1.18 7.92 8.20 5.35 3.57 3.84 50th-Percentile Queue Length [ft/ln] 16.34 111.39 116.47 74.24 49.54 53.37 50th-Percentile Queue Length [veh/ln] 0.65 4.46 4.66 2.97 1.98 2.13 Critical Lane Group No Yes Yes No No Yes
Lane Group LOS D D D B D B
d, Delay for Lane Group [s/veh] 39.54 44.57 46.57 10.90 47.78 12.33 X, volume / capacity 0.11 0.65 0.66 0.28 0.42 0.20
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.08 1.26 2.72 0.22 1.56 0.16 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.11 0.50
d1, Uniform Delay [s] 39.46 43.31 43.85 10.68 46.22 12.18 c, Capacity [veh/h] 558 567 274 3095 182 2882
s, saturation flow rate [veh/h] 3459 3514 1767 5176 1738 5176 (v / s)_i Volume / Saturation Flow Rate 0.02 0.10 0.10 0.17 0.04 0.11 g / C, Green / Cycle 0.16 0.16 0.15 0.60 0.10 0.56
g_i, Effective Green Time [s] 18 18 17 66 11 61
l2, Clearance Lost Time [s] 3.00 3.00 3.00 4.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 6.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane Group L L L C L C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2370
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 39.54 0.00 0.00 44.57 0.00 0.00 46.57 10.90 0.00 47.78 12.33 0.00 Movement LOS D D D B D B
d_A, Approach Delay [s/veh] 18.83 34.17 17.11 16.52
Approach LOS B C B B
d_I, Intersection Delay [s/veh] 19.94
Intersection LOS B
Intersection V/C 0.346
Emissions
Vehicle Miles Traveled [mph] 9.21 62.58 19.55 92.79 22.17 165.30 Stops [stops/h] 42.74 291.35 152.32 291.28 64.79 209.38 Fuel consumption [US gal/h] 1.92 13.13 4.71 9.48 2.49 10.19 CO [g/h] 134.20 917.53 329.09 662.95 173.75 712.28
NOx [g/h] 26.11 178.52 64.03 128.99 33.81 138.58
VOC [g/h] 31.10 212.65 76.27 153.64 40.27 165.08
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 10.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 45.51 45.51 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.214 2.431 0.000 0.000 Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 436 436 667 559 d_b, Bicycle Delay [s] 33.69 33.67 24.48 28.56
I_b,int, Bicycle LOS Score for Intersection 1.560 1.560 2.132 1.918 Bicycle LOS A A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2371
Volume to Capacity (v/c): 0.346
Level Of Service: C
Delay (sec / veh): 32.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: Alton Pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2372
Bicycle Volume [bicycles/h] 0 2 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 3 2 1
v_co, Outbound Pedestrian Volume crossing 1 2 3 1
v_di, Inbound Pedestrian Volume crossing m 2 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 2 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 400 47 29 43 46 6 138 707 380 59 382 28 Total 15-Minute Volume [veh/h] 100 12 7 11 12 2 35 177 95 15 96 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total Hourly Volume [veh/h] 388 46 28 42 45 6 134 686 369 57 371 27 Right Turn on Red Volume [veh/h] 0 0 6 0 0 25 0 0 0 0 0 13 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 388 46 34 42 45 31 134 686 369 57 371 40 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2373
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 8 0 5 8 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 16 40 0 16 40 0 20 34 0 20 34 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 30 0 0 30 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 30 35 0 25 30 0 30 45 0 25 45 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 92.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2374
95th-Percentile Queue Length [ft/ln] 289.41 49.56 30.44 53.60 51.45 6.57 166.13 117.67 72.81 73.57 77.85 95th-Percentile Queue Length [veh/ln] 11.58 1.98 1.22 2.14 2.06 0.26 6.65 4.71 2.91 2.94 3.11 50th-Percentile Queue Length [ft/ln] 175.64 27.53 16.91 29.78 28.58 3.65 92.29 65.37 40.45 40.87 43.25 50th-Percentile Queue Length [veh/ln] 7.03 1.10 0.68 1.19 1.14 0.15 3.69 2.61 1.62 1.63 1.73 Critical Lane Group Yes No No No Yes No No Yes Yes No No Lane Group LOS F D D D D D D B D B B
d, Delay for Lane Group [s/veh] 83.88 39.67 39.36 52.91 45.07 43.73 50.42 12.10 52.94 13.95 14.14 X, volume / capacity 1.05 0.15 0.11 0.42 0.22 0.03 0.67 0.24 0.50 0.15 0.15 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 34.81 0.22 0.18 2.69 0.51 0.08 3.65 0.19 3.20 0.16 0.33 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 49.07 39.45 39.17 50.21 44.57 43.65 46.77 11.91 49.74 13.79 13.81 c, Capacity [veh/h] 382 312 265 103 212 175 207 2940 119 1863 944 s, saturation flow rate [veh/h] 3486 1900 1609 1810 1900 1568 1810 5176 1810 3589 1820 (v / s)_i Volume / Saturation Flow Rate 0.11 0.02 0.02 0.02 0.02 0.00 0.08 0.14 0.03 0.08 0.08 g / C, Green / Cycle 0.11 0.16 0.16 0.06 0.11 0.11 0.11 0.57 0.07 0.52 0.52 g_i, Effective Green Time [s] 12 18 18 6 12 12 13 63 7 57 57 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 Lane Group L C R L C R L C L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2375
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 83.88 39.67 39.36 52.91 45.07 43.73 50.42 12.10 0.00 52.94 14.01 14.14 Movement LOS F D D D D D D B D B B
d_A, Approach Delay [s/veh] 76.80 48.53 12.78 18.91
Approach LOS E D B B
d_I, Intersection Delay [s/veh] 32.27
Intersection LOS C
Intersection V/C 0.346
Emissions
Vehicle Miles Traveled [mph] 87.85 10.32 6.37 2.48 2.65 0.35 39.74 203.60 1.12 5.13 2.64 Stops [stops/h] 459.41 36.01 22.12 38.94 37.38 4.78 120.70 256.48 52.90 106.90 56.56 Fuel consumption [US gal/h] 13.63 1.04 0.64 1.03 0.98 0.12 4.60 12.50 1.49 2.58 1.36 CO [g/h] 952.77 72.95 44.83 72.14 68.34 8.71 321.52 873.54 103.81 180.41 94.92 NOx [g/h] 185.37 14.19 8.72 14.04 13.30 1.70 62.56 169.96 20.20 35.10 18.47 VOC [g/h] 220.81 16.91 10.39 16.72 15.84 2.02 74.51 202.45 24.06 41.81 22.00 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.60 44.60 44.60 44.60
I_p,int, Pedestrian LOS Score for Intersectio 2.582 2.303 3.072 2.916 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 590 590 463 463 d_b, Bicycle Delay [s] 27.35 27.38 32.52 32.51
I_b,int, Bicycle LOS Score for Intersection 2.355 1.758 2.024 1.825 Bicycle LOS B A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2376
Volume to Capacity (v/c): 0.493
Level Of Service: B
Delay (sec / veh): 14.8
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 4: Market Pl / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2377
Bicycle Volume [bicycles/h] 1 0 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 5 2 1 4
v_co, Outbound Pedestrian Volume crossing 4 1 2 5
v_di, Inbound Pedestrian Volume crossing m 1 2 2 2
v_do, Outbound Pedestrian Volume crossing 2 2 1 2
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 254 223 90 141 246 171 158 103 129 95 210 58 Total 15-Minute Volume [veh/h] 64 56 23 35 61 43 39 26 32 24 52 14 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 234 205 83 130 226 157 145 95 119 87 193 53 Right Turn on Red Volume [veh/h] 0 0 32 0 0 8 0 0 27 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 0.00 2.00 0.00 0.00 0.00 3.00 0.00 2.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 234 205 115 130 226 165 145 95 146 87 193 86 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2378
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No Yes No Yes No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 22 0 0 22 0 0 22 0 0 22 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 25 35 0 25 35 0 25 30 0 15 20 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2379
95th-Percentile Queue Length [ft/ln] 61.04 54.78 50.77 31.39 86.28 77.66 51.73 43.99 57.98 27.80 60.45 58.30 95th-Percentile Queue Length [veh/ln] 2.44 2.19 2.03 1.26 3.45 3.11 2.07 1.76 2.32 1.11 2.42 2.33 50th-Percentile Queue Length [ft/ln] 33.91 30.43 28.20 17.44 47.93 43.15 28.74 24.44 32.21 15.45 33.58 32.39 50th-Percentile Queue Length [veh/ln] 1.36 1.22 1.13 0.70 1.92 1.73 1.15 0.98 1.29 0.62 1.34 1.30 Critical Lane Group Yes No No No No Yes Yes No No No No Yes Lane Group LOS A B B A B B B B B B C C
d, Delay for Lane Group [s/veh] 9.30 13.83 13.92 8.33 16.92 17.15 12.26 17.99 19.12 11.71 20.16 20.39 X, volume / capacity 0.34 0.29 0.30 0.18 0.48 0.50 0.24 0.30 0.45 0.15 0.47 0.48 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.26 0.29 0.34 0.11 0.79 0.97 0.20 0.48 1.09 0.11 1.14 1.32 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 9.04 13.54 13.58 8.22 16.12 16.19 12.06 17.51 18.03 11.60 19.02 19.07 c, Capacity [veh/h] 755 555 495 776 457 395 645 345 288 638 295 272 s, saturation flow rate [veh/h] 1327 1900 1694 1307 1900 1641 1403 1900 1586 1399 1900 1756 (v / s)_i Volume / Saturation Flow Rate 0.19 0.09 0.09 0.11 0.12 0.12 0.11 0.05 0.08 0.07 0.07 0.07 g / C, Green / Cycle 0.48 0.29 0.29 0.48 0.24 0.24 0.36 0.18 0.18 0.36 0.15 0.15 g_i, Effective Green Time [s] 24 14 14 24 12 12 18 9 9 18 8 8 l2, Clearance Lost Time [s] 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 49 49 49 49 49 49 49 49 49 49 49 49 Lane Group L C C L C C L C C L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2380
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 9.30 13.86 13.92 8.33 16.94 17.15 12.26 17.99 19.12 11.71 20.24 20.39 Movement LOS A B B A B B B B B B C C
d_A, Approach Delay [s/veh] 11.82 14.83 16.04 18.03
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 14.79
Intersection LOS B
Intersection V/C 0.493
Emissions
Vehicle Miles Traveled [mph] 30.99 19.89 18.29 30.97 48.51 43.08 6.89 4.49 5.63 14.42 20.82 19.87 Stops [stops/h] 99.14 88.97 82.46 50.99 140.14 126.15 84.03 71.45 94.18 45.16 98.18 94.70 Fuel consumption [US gal/h] 2.41 1.89 1.74 1.80 3.66 3.28 1.03 0.85 1.12 1.12 2.09 2.01 CO [g/h] 168.27 131.86 121.78 126.02 256.06 228.97 71.74 59.65 78.04 77.99 146.41 140.70 NOx [g/h] 32.74 25.65 23.69 24.52 49.82 44.55 13.96 11.60 15.18 15.17 28.49 27.37 VOC [g/h] 39.00 30.56 28.22 29.21 59.34 53.07 16.63 13.82 18.09 18.08 33.93 32.61 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 14.85 14.85 14.85 14.85
I_p,int, Pedestrian LOS Score for Intersectio 2.590 2.557 2.578 2.552 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1421 1421 1218 812 d_b, Bicycle Delay [s] 2.06 2.06 3.76 8.69
I_b,int, Bicycle LOS Score for Intersection 2.054 2.027 1.904 1.886 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2381
Volume to Capacity (v/c): 0.322
Level Of Service: C
Delay (sec / veh): 29.9
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Market Pl / Portola pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2382
Bicycle Volume [bicycles/h] 2 4 6 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 2 0 0 2
v_co, Outbound Pedestrian Volume crossing 2 0 0 2
v_di, Inbound Pedestrian Volume crossing m 1 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 1 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 296 513 20 174 731 18 83 54 63 60 35 45 Total 15-Minute Volume [veh/h] 74 128 5 44 183 5 21 13 16 15 9 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 Total Hourly Volume [veh/h] 275 477 19 162 680 17 77 50 59 56 33 42 Right Turn on Red Volume [veh/h] 0 0 9 0 0 7 0 0 81 0 0 62 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 0.00 3.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 275 477 28 162 680 24 77 50 140 56 33 104 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2383
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 8 0 0 8 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 27 61 0 43 77 0 0 36 0 0 36 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 18 0 0 18 0 0 30 0 0 30 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.5 0.0 1.0 1.5 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 35 50 0 25 50 0 0 30 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 140
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2384
95th-Percentile Queue Length [ft/ln] 224.30 141.69 139.99 262.56 121.34 128.93 132.66 77.63 92.20 95.09 50.51 65.88 95th-Percentile Queue Length [veh/ln] 8.97 5.67 5.60 10.50 4.85 5.16 5.31 3.11 3.69 3.80 2.02 2.64 50th-Percentile Queue Length [ft/ln] 130.59 78.72 77.77 159.12 67.41 71.63 73.70 43.13 51.22 52.83 28.06 36.60 50th-Percentile Queue Length [veh/ln] 5.22 3.15 3.11 6.36 2.70 2.87 2.95 1.73 2.05 2.11 1.12 1.46 Critical Lane Group No No Yes Yes No No Yes No No No No No Lane Group LOS E A A E A A E D E E D D
d, Delay for Lane Group [s/veh] 64.49 9.76 9.77 67.80 8.93 9.11 63.66 54.36 55.39 61.83 53.68 54.46 X, volume / capacity 0.79 0.22 0.22 0.82 0.20 0.20 0.48 0.21 0.30 0.35 0.14 0.21 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.64 0.40 0.40 7.56 0.19 0.36 2.04 0.41 0.81 1.25 0.25 0.50 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 60.84 9.36 9.36 60.24 8.74 8.74 61.62 53.95 54.58 60.58 53.43 53.97 c, Capacity [veh/h] 377 1247 1229 213 2430 1259 173 256 208 169 250 211 s, saturation flow rate [veh/h] 3486 1885 1858 1795 3618 1875 1335 1900 1544 1289 1855 1570 (v / s)_i Volume / Saturation Flow Rate 0.08 0.14 0.14 0.10 0.14 0.14 0.06 0.03 0.04 0.05 0.02 0.03 g / C, Green / Cycle 0.11 0.66 0.66 0.12 0.67 0.67 0.14 0.14 0.14 0.14 0.14 0.14 g_i, Effective Green Time [s] 15 92 92 17 94 94 19 19 19 19 19 19 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 140 140 140 140 140 140 140 140 140 140 140 140 Lane Group L C C L C C L C R L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2385
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 64.49 9.76 9.77 67.80 8.99 9.11 63.66 54.36 55.39 61.83 53.68 54.46 Movement LOS E A A E A A E D E E D D
d_A, Approach Delay [s/veh] 29.30 20.08 58.55 57.43
Approach LOS C C E E
d_I, Intersection Delay [s/veh] 29.91
Intersection LOS C
Intersection V/C 0.322
Emissions
Vehicle Miles Traveled [mph] 70.48 63.87 63.05 36.92 104.58 54.34 12.60 8.20 9.57 1.84 1.07 1.38 Stops [stops/h] 268.66 80.97 80.00 163.68 138.68 73.68 75.81 44.36 52.69 54.34 28.86 37.65 Fuel consumption [US gal/h] 9.64 3.73 3.68 5.70 6.20 3.25 2.13 1.24 1.47 1.05 0.54 0.71 CO [g/h] 673.85 260.63 257.37 398.50 433.70 227.42 148.59 86.92 102.82 73.13 37.84 49.30 NOx [g/h] 131.11 50.71 50.07 77.53 84.38 44.25 28.91 16.91 20.01 14.23 7.36 9.59 VOC [g/h] 156.17 60.40 59.65 92.36 100.51 52.71 34.44 20.14 23.83 16.95 8.77 11.42 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 59.43 59.43 59.43 59.43
I_p,int, Pedestrian LOS Score for Intersectio 3.084 3.084 2.581 2.484 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 779 1007 443 443 d_b, Bicycle Delay [s] 26.13 17.28 42.56 42.43
I_b,int, Bicycle LOS Score for Intersection 2.251 2.071 2.023 1.726 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2386
Volume to Capacity (v/c): 0.498
Level Of Service: B
Delay (sec / veh): 12.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 6: Entertainment / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 150.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 25.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2387
Bicycle Volume [bicycles/h] 1 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 171 462 3 8 419 80 154 3 274 2 1 0 Total 15-Minute Volume [veh/h] 43 115 1 2 105 20 38 1 69 1 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 Total Hourly Volume [veh/h] 152 411 3 7 373 71 137 3 244 2 1 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 10 0 0 25 0 0 1 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 50.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 152 411 3 7 373 81 137 3 269 2 1 1 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2388
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 9 14 0 9 14 0 0 14 0 0 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 25 45 0 25 45 0 0 12 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2389
95th-Percentile Queue Length [ft/ln] 59.51 41.41 41.34 3.32 50.30 18.29 49.04 94.17 0.77 0.26 95th-Percentile Queue Length [veh/ln] 2.38 1.66 1.65 0.13 2.01 0.73 1.96 3.77 0.03 0.01 50th-Percentile Queue Length [ft/ln] 33.06 23.01 22.97 1.84 27.95 10.16 27.25 52.32 0.43 0.14 50th-Percentile Queue Length [veh/ln] 1.32 0.92 0.92 0.07 1.12 0.41 1.09 2.09 0.02 0.01 Critical Lane Group Yes No No No Yes No No Yes No No
Lane Group LOS B A A B B B B B B B
d, Delay for Lane Group [s/veh] 17.75 8.00 8.00 19.09 11.37 10.52 14.38 15.63 18.07 11.16 X, volume / capacity 0.62 0.30 0.30 0.12 0.40 0.17 0.32 0.69 0.01 0.00 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 2.24 0.22 0.22 0.78 0.24 0.17 0.39 2.17 0.02 0.00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 15.51 7.78 7.78 18.31 11.13 10.35 13.99 13.46 18.06 11.16 c, Capacity [veh/h] 277 775 773 67 1058 472 475 399 212 469 s, saturation flow rate [veh/h] 1781 1885 1880 1810 3618 1615 1439 1618 677 1900 (v / s)_i Volume / Saturation Flow Rate 0.10 0.12 0.12 0.00 0.12 0.05 0.11 0.17 0.00 0.00 g / C, Green / Cycle 0.15 0.41 0.41 0.04 0.29 0.29 0.25 0.25 0.25 0.25 g_i, Effective Green Time [s] 6 16 16 1 11 11 10 10 10 10 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 39 39 39 39 39 39 39 39 39 39
Lane Group L C C L C R L C L C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2390
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 17.75 8.00 8.00 19.09 11.37 10.52 14.38 15.63 15.63 18.07 11.16 11.16 Movement LOS B A A B B B B B B B B B
d_A, Approach Delay [s/veh] 10.62 11.36 15.18 15.77
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 12.11
Intersection LOS B
Intersection V/C 0.498
Emissions
Vehicle Miles Traveled [mph] 38.83 52.84 52.74 0.98 51.12 9.76 6.71 12.07 0.05 0.02 Stops [stops/h] 121.68 84.69 84.54 6.78 205.72 37.41 100.28 192.56 1.58 0.53 Fuel consumption [US gal/h] 3.01 3.03 3.02 0.12 4.47 0.82 1.14 2.16 0.02 0.01 CO [g/h] 210.58 211.79 211.38 8.34 312.12 57.64 79.48 151.16 1.09 0.38 NOx [g/h] 40.97 41.21 41.13 1.62 60.73 11.22 15.46 29.41 0.21 0.07 VOC [g/h] 48.80 49.08 48.99 1.93 72.34 13.36 18.42 35.03 0.25 0.09 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 10.11 10.11 10.11 10.11
I_p,int, Pedestrian LOS Score for Intersectio 2.561 2.851 2.120 1.897 Crosswalk LOS B C B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 2300 2300 613 1534 d_b, Bicycle Delay [s] 0.44 0.44 9.40 1.06
I_b,int, Bicycle LOS Score for Intersection 2.084 1.986 2.312 1.566 Bicycle LOS B A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2391
Volume to Capacity (v/c): 0.555
Level Of Service: D
Delay (sec / veh): 38.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 7: Bake pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2392
Bicycle Volume [bicycles/h] 0 2 2 2
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 1
v_di, Inbound Pedestrian Volume crossing m 0 1 0 2
v_do, Outbound Pedestrian Volume crossing 0 2 0 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 108 281 53 167 324 182 263 679 97 47 535 159 Total 15-Minute Volume [veh/h] 27 70 13 42 81 46 66 170 24 12 134 40 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total Hourly Volume [veh/h] 105 273 51 162 314 177 255 659 94 46 519 154 Right Turn on Red Volume [veh/h] 0 0 1 0 0 135 0 0 12 0 0 14 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 0.00 0.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 105 273 52 162 314 312 255 659 106 46 519 168 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2393
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 20 39 0 20 39 0 29 51 0 20 42 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 26 0 0 26 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 2.5 0.0 2.5 2.5 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 25 40 0 25 40 0 40 50 0 25 50 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 130
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2394
95th-Percentile Queue Length [ft/ln] 162.44 220.06 213.90 236.78 397.80 229.59 187.68 288.73 279.43 33.79 296.39 280.35 95th-Percentile Queue Length [veh/ln] 6.50 8.80 8.56 9.47 15.91 9.18 7.51 11.55 11.18 1.35 11.86 11.21 50th-Percentile Queue Length [ft/ln] 90.25 127.48 122.97 139.82 264.45 134.49 104.27 179.02 171.92 18.77 184.89 172.62 50th-Percentile Queue Length [veh/ln] 3.61 5.10 4.92 5.59 10.58 5.38 4.17 7.16 6.88 0.75 7.40 6.90 Critical Lane Group Yes No No No Yes No Yes No No No No Yes Lane Group LOS E D D E D D E B B E C C
d, Delay for Lane Group [s/veh] 61.35 49.67 49.86 60.58 54.77 47.60 57.53 19.82 19.91 60.15 24.63 24.87 X, volume / capacity 0.65 0.51 0.52 0.76 0.83 0.56 0.68 0.41 0.41 0.26 0.42 0.42 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.30 1.21 1.33 5.39 5.47 1.50 2.11 1.25 1.32 0.77 1.47 1.63 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.13 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 57.05 48.45 48.54 55.19 49.29 46.10 55.42 18.57 18.59 59.38 23.17 23.24 c, Capacity [veh/h] 165 333 315 219 392 326 387 979 933 179 867 794 s, saturation flow rate [veh/h] 1795 1885 1782 1781 1885 1567 3414 1861 1774 3514 1870 1712 (v / s)_i Volume / Saturation Flow Rate 0.06 0.09 0.09 0.09 0.17 0.12 0.08 0.21 0.21 0.01 0.19 0.19 g / C, Green / Cycle 0.09 0.18 0.18 0.12 0.21 0.21 0.11 0.53 0.53 0.05 0.46 0.46 g_i, Effective Green Time [s] 12 23 23 16 27 27 15 68 68 7 60 60 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 130 130 130 130 130 130 130 130 130 130 130 130 Lane Group L C C L C R L C C L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2395
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.35 49.74 49.86 60.58 54.77 47.60 57.53 19.86 19.91 60.15 24.71 24.87 Movement LOS E D D E D D E B B E C C
d_A, Approach Delay [s/veh] 52.59 54.27 29.40 26.99
Approach LOS D D C C
d_I, Intersection Delay [s/veh] 38.11
Intersection LOS D
Intersection V/C 0.555
Emissions
Vehicle Miles Traveled [mph] 30.36 47.87 46.03 37.92 73.56 41.32 22.56 34.02 32.56 11.67 89.45 82.88 Stops [stops/h] 99.93 141.15 136.16 154.81 292.82 148.92 230.90 198.22 190.36 41.58 204.72 191.13 Fuel consumption [US gal/h] 3.26 4.61 4.44 4.67 8.62 4.46 6.72 5.23 5.02 1.49 7.42 6.91 CO [g/h] 227.67 322.04 310.32 326.30 602.31 311.60 469.95 365.56 350.91 104.31 518.48 482.77 NOx [g/h] 44.30 62.66 60.38 63.49 117.19 60.63 91.43 71.13 68.27 20.29 100.88 93.93 VOC [g/h] 52.76 74.64 71.92 75.62 139.59 72.22 108.91 84.72 81.33 24.17 120.16 111.89 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 54.49 54.49 54.49 54.49
I_p,int, Pedestrian LOS Score for Intersectio 2.529 2.856 2.978 2.894 Crosswalk LOS B C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 500 500 654 515 d_b, Bicycle Delay [s] 36.59 36.62 29.50 35.88
I_b,int, Bicycle LOS Score for Intersection 1.925 2.893 2.427 2.182 Bicycle LOS A C B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 6 5 8 7 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2396
Volume to Capacity (v/c): 0.438
Level Of Service: B
Delay (sec / veh): 19.8
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 15: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk No No Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 210.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 600.00 100.00 100.00 500.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2397
Bicycle Volume [bicycles/h] 2 1 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 210 999 0 343 1151 0 151 0 252 89 0 242 Total 15-Minute Volume [veh/h] 53 250 0 86 288 0 38 0 63 22 0 60 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8900 0.8900 1.0000 0.8900 0.8900 1.0000 0.8900 1.0000 0.8900 0.8900 1.0000 0.8900 Total Hourly Volume [veh/h] 187 889 0 305 1024 0 134 0 224 79 0 215 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 4.00 2.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 187 889 0 305 1024 0 134 0 224 79 0 215 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2398
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 Minimum Green [s] 10 10 0 10 10 0 15 0 0 8 0 0
Lead / Lag Lead - - Lead - - Lag - - Lag - -
Split [s] 88 50 0 68 40 0 33 0 0 38 0 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 3.0 4.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 15 0 0 15 0 10 0 0 10 0 0
Walk [s] 0 6 0 0 6 0 0 0 0 0 0 0
All red [s] 5.0 5.0 0.0 5.0 5.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 Amber [s] 3.6 5.0 0.0 3.6 5.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 Maximum Green [s] 80 40 0 60 30 0 25 0 0 30 0 0
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2399
95th-Percentile Queue Length [ft/ln] 60.26 167.35 105.50 205.90 77.85 21.16 95th-Percentile Queue Length [veh/ln] 2.41 6.69 4.22 8.24 3.11 0.85 50th-Percentile Queue Length [ft/ln] 33.48 92.97 58.61 117.15 43.25 11.76 50th-Percentile Queue Length [veh/ln] 1.34 3.72 2.34 4.69 1.73 0.47 Critical Lane Group No Yes Yes No Yes No
Lane Group LOS C B C C C C
d, Delay for Lane Group [s/veh] 23.98 18.56 26.14 20.86 21.97 20.29 X, volume / capacity 0.29 0.56 0.51 0.67 0.33 0.10
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.22 0.28 0.60 0.47 0.43 0.05 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 23.76 18.28 25.54 20.39 21.54 20.24 c, Capacity [veh/h] 720 1786 672 1709 454 888
s, saturation flow rate [veh/h] 3514 5012 3486 5176 1795 3514 (v / s)_i Volume / Saturation Flow Rate 0.06 0.20 0.10 0.22 0.08 0.03 g / C, Green / Cycle 0.20 0.36 0.19 0.33 0.25 0.25
g_i, Effective Green Time [s] 14 25 14 23 18 18
l2, Clearance Lost Time [s] 2.00 2.00 3.00 4.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 5.00 6.00 5.00 5.00 C, Cycle Length [s] 71 71 71 71 71 71
Lane Group L C L C L L
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2400
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 23.98 18.56 0.00 26.14 20.86 0.00 21.97 0.00 0.00 20.29 0.00 0.00 Movement LOS C B C C C C
d_A, Approach Delay [s/veh] 19.50 22.07 8.85 5.94
Approach LOS B C A A
d_I, Intersection Delay [s/veh] 19.85
Intersection LOS B
Intersection V/C 0.438
Emissions
Vehicle Miles Traveled [mph] 28.62 136.15 34.14 114.57 23.08 10.02 Stops [stops/h] 136.63 569.16 239.20 717.16 88.26 47.98 Fuel consumption [US gal/h] 4.08 17.07 6.64 19.73 3.79 1.97 CO [g/h] 285.24 1193.13 464.12 1379.25 264.74 137.65
NOx [g/h] 55.50 232.14 90.30 268.35 51.51 26.78
VOC [g/h] 66.11 276.52 107.56 319.65 61.36 31.90
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 10.0 10.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 25.99 25.99
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.310 2.470 Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1134 850 692 833 d_b, Bicycle Delay [s] 6.63 11.67 15.10 12.01
I_b,int, Bicycle LOS Score for Intersection 2.225 2.381 1.560 1.560 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_PM_PROJ Generated with
Item: 11
2401
Volume to Capacity (v/c): 0.271
Level Of Service: B
Delay (sec / veh): 15.4
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes No No
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2402
Bicycle Volume [bicycles/h] 0 0 5 10
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 2 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 2 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 41 0 84 263 0 103 68 698 0 70 624 0 Total 15-Minute Volume [veh/h] 10 0 21 66 0 26 17 174 0 18 156 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9000 1.0000 0.9000 0.9000 1.0000 0.9000 0.9000 0.9000 1.0000 0.9000 0.9000 1.0000 Total Hourly Volume [veh/h] 37 0 76 237 0 93 61 628 0 63 562 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 8.00 2.00 2.00 0.00 2.00 2.00 3.00 0.00 2.00 0.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 37 0 76 237 0 93 61 628 0 63 562 0 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2403
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
Vehicle Extension [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 7 0 0 7 0 0 7 15 0 7 15 0
Lead / Lag Lag - - Lag - - Lead - - Lead - -
Split [s] 24 0 0 24 0 0 24 35 0 22 33 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 4.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 15 0 0 15 0
Walk [s] 0 0 0 0 0 0 0 6 0 0 6 0
All red [s] 5.0 0.0 0.0 5.0 0.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 Amber [s] 4.0 0.0 0.0 4.0 0.0 0.0 4.0 4.3 0.0 4.0 5.2 0.0 Maximum Green [s] 30 0 0 30 0 0 35 45 0 30 45 0
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2404
95th-Percentile Queue Length [ft/ln] 20.97 145.15 79.62 91.80 80.46 74.62 95th-Percentile Queue Length [veh/ln] 0.84 5.81 3.18 3.67 3.22 2.98 50th-Percentile Queue Length [ft/ln] 11.65 80.64 44.23 51.00 44.70 41.45 50th-Percentile Queue Length [veh/ln] 0.47 3.23 1.77 2.04 1.79 1.66 Critical Lane Group No Yes No Yes Yes No
Lane Group LOS D D D A D A
d, Delay for Lane Group [s/veh] 42.42 46.36 48.75 8.74 47.40 7.74 X, volume / capacity 0.10 0.58 0.41 0.21 0.38 0.19
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.10 1.19 1.66 0.15 1.27 0.12 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.11 0.50
d1, Uniform Delay [s] 42.32 45.17 47.10 8.59 46.14 7.62 c, Capacity [veh/h] 424 452 164 3274 185 3370
s, saturation flow rate [veh/h] 3292 3514 1767 5176 1810 5176 (v / s)_i Volume / Saturation Flow Rate 0.01 0.07 0.04 0.13 0.04 0.12 g / C, Green / Cycle 0.13 0.13 0.09 0.63 0.10 0.65
g_i, Effective Green Time [s] 14 14 10 70 11 72
l2, Clearance Lost Time [s] 3.00 3.00 3.00 4.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 6.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane Group L L L C L C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2405
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 42.42 0.00 0.00 46.36 0.00 0.00 48.75 8.74 0.00 47.40 7.74 0.00 Movement LOS D D D A D A
d_A, Approach Delay [s/veh] 14.86 34.25 12.29 11.74
Approach LOS B C B B
d_I, Intersection Delay [s/veh] 15.41
Intersection LOS B
Intersection V/C 0.271
Emissions
Vehicle Miles Traveled [mph] 6.30 44.72 7.35 75.40 20.16 179.70 Stops [stops/h] 30.48 211.02 57.88 200.20 58.49 162.72
Fuel consumption [US gal/h] 1.37 9.55 1.81 6.84 2.25 9.50 CO [g/h] 95.70 667.51 126.45 478.09 157.14 663.99
NOx [g/h] 18.62 129.87 24.60 93.02 30.57 129.19
VOC [g/h] 22.18 154.70 29.31 110.80 36.42 153.88
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 10.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 45.48 45.48 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.200 2.316 0.000 0.000 Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 273 273 467 414 d_b, Bicycle Delay [s] 41.05 41.05 32.41 34.76
I_b,int, Bicycle LOS Score for Intersection 1.560 1.560 1.981 1.941 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2406
Volume to Capacity (v/c): 0.358
Level Of Service: B
Delay (sec / veh): 17.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: Alton Pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2407
Bicycle Volume [bicycles/h] 4 2 4 6
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 1 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 1 0
v_di, Inbound Pedestrian Volume crossing m 2 2 2 2
v_do, Outbound Pedestrian Volume crossing 2 2 2 2
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 460 42 39 23 36 14 121 436 508 95 350 11 Total 15-Minute Volume [veh/h] 115 11 10 6 9 4 30 109 127 24 88 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 423 39 36 21 33 13 111 401 467 87 322 10 Right Turn on Red Volume [veh/h] 0 0 16 0 0 14 0 0 0 0 0 4 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 3.00 7.00 5.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 423 39 52 21 33 27 111 401 467 87 322 14 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2408
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 8 0 5 8 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 30 0 0 30 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 30 35 0 25 30 0 30 45 0 25 45 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2409
95th-Percentile Queue Length [ft/ln] 123.30 17.56 16.39 13.74 18.76 7.27 68.47 60.98 54.57 51.13 54.18 95th-Percentile Queue Length [veh/ln] 4.93 0.70 0.66 0.55 0.75 0.29 2.74 2.44 2.18 2.05 2.17 50th-Percentile Queue Length [ft/ln] 68.50 9.75 9.11 7.64 10.42 4.04 38.04 33.88 30.32 28.41 30.10 50th-Percentile Queue Length [veh/ln] 2.74 0.39 0.36 0.31 0.42 0.16 1.52 1.36 1.21 1.14 1.20 Critical Lane Group Yes No No No Yes No No Yes Yes No No Lane Group LOS C B B C C C C B C B B
d, Delay for Lane Group [s/veh] 22.19 15.83 15.87 27.32 23.14 22.79 26.43 17.73 27.02 18.43 18.60 X, volume / capacity 0.61 0.08 0.09 0.19 0.14 0.07 0.53 0.31 0.47 0.27 0.27 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.78 0.06 0.08 0.71 0.25 0.13 1.89 0.13 1.75 0.16 0.31 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 21.40 15.77 15.79 26.61 22.89 22.66 24.53 17.60 25.28 18.28 18.29 c, Capacity [veh/h] 759 531 456 124 258 208 229 1399 200 894 461 s, saturation flow rate [veh/h] 3514 1855 1591 1810 1855 1499 1738 5176 1810 3589 1849 (v / s)_i Volume / Saturation Flow Rate 0.13 0.02 0.02 0.01 0.02 0.01 0.07 0.08 0.05 0.07 0.07 g / C, Green / Cycle 0.22 0.29 0.29 0.07 0.14 0.14 0.13 0.27 0.11 0.25 0.25 g_i, Effective Green Time [s] 13 17 17 4 8 8 8 16 7 15 15 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 60 60 60 60 60 60 60 60 60 60 60
Lane Group L C R L C R L C L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2410
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 22.19 15.83 15.87 27.32 23.14 22.79 26.43 17.73 0.00 27.02 18.49 18.60 Movement LOS C B B C C C C B C B B
d_A, Approach Delay [s/veh] 21.24 24.39 10.67 20.27
Approach LOS C C B C
d_I, Intersection Delay [s/veh] 17.49
Intersection LOS B
Intersection V/C 0.358
Emissions
Vehicle Miles Traveled [mph] 101.03 9.22 8.57 1.33 2.08 0.81 34.85 125.56 1.80 4.50 2.34 Stops [stops/h] 326.86 23.27 21.73 18.22 24.86 9.63 90.75 242.47 72.33 135.55 71.81 Fuel consumption [US gal/h] 8.39 0.66 0.62 0.40 0.55 0.21 3.21 9.50 1.69 3.12 1.65 CO [g/h] 586.21 46.27 43.05 27.95 38.43 14.84 224.43 664.05 118.34 218.22 115.26 NOx [g/h] 114.05 9.00 8.38 5.44 7.48 2.89 43.67 129.20 23.02 42.46 22.42 VOC [g/h] 135.86 10.72 9.98 6.48 8.91 3.44 52.01 153.90 27.43 50.57 26.71 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 20.18 20.18 20.18 20.18
I_p,int, Pedestrian LOS Score for Intersectio 2.584 2.226 2.987 2.804 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1160 994 1491 1491 d_b, Bicycle Delay [s] 5.34 7.64 1.96 1.96
I_b,int, Bicycle LOS Score for Intersection 2.479 1.703 1.866 1.813 Bicycle LOS B A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2411
Volume to Capacity (v/c): 0.622
Level Of Service: B
Delay (sec / veh): 17.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 4: Market Pl / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 30.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.21 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2412
Bicycle Volume [bicycles/h] 1 1 0 1
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 1 1 0
v_co, Outbound Pedestrian Volume crossing 0 1 1 1
v_di, Inbound Pedestrian Volume crossing m 1 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 1 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 400 223 82 155 252 233 195 144 174 88 242 62 Total 15-Minute Volume [veh/h] 100 56 21 39 63 58 49 36 43 22 61 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 380 212 78 147 239 221 185 137 165 84 230 59 Right Turn on Red Volume [veh/h] 0 0 41 0 0 28 0 0 29 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 1.00 3.00 2.00 0.00 0.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 380 212 119 147 239 249 185 137 194 84 230 92 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2413
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No Yes No Yes No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 22 0 0 22 0 0 22 0 0 22 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 25 35 0 25 35 0 25 30 0 15 20 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2414
95th-Percentile Queue Length [ft/ln] 133.17 60.69 55.83 41.37 130.49 125.07 80.18 73.52 93.97 32.88 87.45 84.43 95th-Percentile Queue Length [veh/ln] 5.33 2.43 2.23 1.65 5.22 5.00 3.21 2.94 3.76 1.32 3.50 3.38 50th-Percentile Queue Length [ft/ln] 73.99 33.72 31.02 22.98 72.49 69.49 44.54 40.84 52.21 18.27 48.59 46.91 50th-Percentile Queue Length [veh/ln] 2.96 1.35 1.24 0.92 2.90 2.78 1.78 1.63 2.09 0.73 1.94 1.88 Critical Lane Group Yes No No No No Yes Yes No No No No Yes Lane Group LOS B B B A C C B C C B C C
d, Delay for Lane Group [s/veh] 12.15 14.00 14.05 8.76 21.51 22.54 15.05 20.78 22.28 14.02 24.77 25.11 X, volume / capacity 0.53 0.25 0.25 0.20 0.59 0.65 0.33 0.37 0.53 0.16 0.55 0.57 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.22 0.20 0.22 0.13 1.29 1.99 0.31 0.60 1.36 0.14 1.65 1.92 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.22 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 10.94 13.81 13.82 8.63 20.22 20.55 14.73 20.18 20.91 13.88 23.12 23.19 c, Capacity [veh/h] 749 647 584 768 428 358 599 385 326 544 283 262 s, saturation flow rate [veh/h] 1346 1885 1701 1268 1885 1577 1415 1900 1608 1309 1900 1755 (v / s)_i Volume / Saturation Flow Rate 0.30 0.08 0.09 0.12 0.13 0.15 0.14 0.08 0.11 0.07 0.08 0.08 g / C, Green / Cycle 0.51 0.34 0.34 0.51 0.23 0.23 0.35 0.20 0.20 0.35 0.15 0.15 g_i, Effective Green Time [s] 30 20 20 30 13 13 21 12 12 21 9 9 l2, Clearance Lost Time [s] 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 58 58 58 58 58 58 58 58 58 58 58 58 Lane Group L C C L C C L C C L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2415
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 12.15 14.01 14.05 8.76 21.51 22.54 15.05 20.78 22.28 14.02 24.89 25.11 Movement LOS B B B A C C B C C B C C
d_A, Approach Delay [s/veh] 12.96 18.80 19.11 22.49
Approach LOS B B B C
d_I, Intersection Delay [s/veh] 17.68
Intersection LOS B
Intersection V/C 0.622
Emissions
Vehicle Miles Traveled [mph] 48.80 19.42 17.79 34.04 55.35 51.18 12.28 9.07 10.96 13.36 23.61 22.55 Stops [stops/h] 182.29 83.07 76.42 56.63 178.61 171.20 109.74 100.63 128.63 45.01 119.71 115.57 Fuel consumption [US gal/h] 4.22 1.82 1.67 2.00 4.56 4.31 1.71 1.54 1.95 1.10 2.58 2.49 CO [g/h] 295.01 127.12 116.71 139.80 318.47 301.07 119.46 107.53 136.35 76.81 180.65 173.86 NOx [g/h] 57.40 24.73 22.71 27.20 61.96 58.58 23.24 20.92 26.53 14.95 35.15 33.83 VOC [g/h] 68.37 29.46 27.05 32.40 73.81 69.78 27.68 24.92 31.60 17.80 41.87 40.29 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 19.26 19.26 19.26 19.26
I_p,int, Pedestrian LOS Score for Intersectio 2.657 2.635 2.853 2.599 Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1198 1198 1027 684 d_b, Bicycle Delay [s] 4.70 4.70 6.92 12.65
I_b,int, Bicycle LOS Score for Intersection 2.175 2.111 2.007 1.910 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2416
Volume to Capacity (v/c): 0.240
Level Of Service: C
Delay (sec / veh): 34.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Market Pl / Portola pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2417
Bicycle Volume [bicycles/h] 15 12 1 5
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 2 2 0
v_co, Outbound Pedestrian Volume crossing 0 2 2 0
v_di, Inbound Pedestrian Volume crossing m 2 17 2 18
v_do, Outbound Pedestrian Volume crossing 2 18 2 17
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 313 355 38 110 416 15 71 69 73 63 48 33 Total 15-Minute Volume [veh/h] 78 89 9 27 104 4 18 17 18 16 12 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 Total Hourly Volume [veh/h] 291 330 35 102 387 14 66 64 68 59 45 31 Right Turn on Red Volume [veh/h] 0 0 7 0 0 16 0 0 71 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 291 330 42 102 387 30 66 64 139 59 45 64 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2418
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 8 0 0 8 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 27 61 0 43 77 0 0 36 0 0 36 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 18 0 0 18 0 0 30 0 0 30 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.5 0.0 1.0 1.5 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 35 50 0 25 50 0 0 30 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 140
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2419
95th-Percentile Queue Length [ft/ln] 234.22 108.90 105.77 182.87 82.03 86.95 102.42 92.35 98.99 92.85 55.26 53.48 95th-Percentile Queue Length [veh/ln] 9.37 4.36 4.23 7.31 3.28 3.48 4.10 3.69 3.96 3.71 2.21 2.14 50th-Percentile Queue Length [ft/ln] 137.92 60.50 58.76 101.59 45.57 48.31 56.90 51.31 55.00 51.58 30.70 29.71 50th-Percentile Queue Length [veh/ln] 5.52 2.42 2.35 4.06 1.82 1.93 2.28 2.05 2.20 2.06 1.23 1.19 Critical Lane Group Yes No No No No Yes Yes No No No No No Lane Group LOS E B B E B B D D D D D D
d, Delay for Lane Group [s/veh] 64.16 10.37 10.39 70.14 11.66 11.78 53.45 47.72 48.34 54.29 46.90 47.14 X, volume / capacity 0.79 0.17 0.17 0.75 0.13 0.13 0.28 0.19 0.24 0.27 0.11 0.13 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.63 0.29 0.31 7.27 0.12 0.24 0.61 0.25 0.41 0.60 0.14 0.20 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 60.53 10.07 10.08 62.86 11.54 11.54 52.84 47.47 47.93 53.69 46.76 46.94 c, Capacity [veh/h] 395 1209 1164 147 2191 1128 250 364 301 236 364 298 s, saturation flow rate [veh/h] 3514 1885 1815 1810 3589 1848 1279 1900 1571 1260 1900 1556 (v / s)_i Volume / Saturation Flow Rate 0.09 0.11 0.11 0.06 0.08 0.08 0.06 0.04 0.05 0.05 0.02 0.03 g / C, Green / Cycle 0.11 0.64 0.64 0.08 0.61 0.61 0.19 0.19 0.19 0.19 0.19 0.19 g_i, Effective Green Time [s] 16 90 90 11 85 85 27 27 27 27 27 27 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 140 140 140 140 140 140 140 140 140 140 140 140 Lane Group L C C L C C L C R L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2420
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 64.16 10.38 10.39 70.14 11.70 11.78 53.45 47.72 48.34 54.29 46.93 47.14 Movement LOS E B B E B B D D D D D D
d_A, Approach Delay [s/veh] 34.22 23.58 49.84 50.20
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 34.14
Intersection LOS C
Intersection V/C 0.240
Emissions
Vehicle Miles Traveled [mph] 71.21 45.41 44.00 23.34 60.18 31.27 10.78 10.48 11.08 1.93 1.27 1.22 Stops [stops/h] 283.76 62.24 60.45 104.51 93.76 49.69 58.53 52.78 56.57 53.06 31.58 30.56 Fuel consumption [US gal/h] 10.06 2.75 2.67 3.67 3.90 2.04 1.62 1.47 1.57 0.99 0.57 0.55 CO [g/h] 702.86 192.34 186.55 256.48 272.72 142.81 113.47 102.49 109.46 68.96 40.00 38.65 NOx [g/h] 136.75 37.42 36.30 49.90 53.06 27.79 22.08 19.94 21.30 13.42 7.78 7.52 VOC [g/h] 162.90 44.58 43.24 59.44 63.21 33.10 26.30 23.75 25.37 15.98 9.27 8.96 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 59.42 59.42 59.42 59.42
I_p,int, Pedestrian LOS Score for Intersectio 2.994 2.958 2.576 2.433 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 779 1007 443 443 d_b, Bicycle Delay [s] 26.30 17.35 42.45 42.53
I_b,int, Bicycle LOS Score for Intersection 2.148 1.866 2.028 1.706 Bicycle LOS B A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2421
Volume to Capacity (v/c): 0.611
Level Of Service: B
Delay (sec / veh): 14.6
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 6: Entertainment / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 150.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 25.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2422
Bicycle Volume [bicycles/h] 0 3 3 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 1
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 287 585 1 11 428 100 168 4 337 1 0 1 Total 15-Minute Volume [veh/h] 72 146 0 3 107 25 42 1 84 0 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 Total Hourly Volume [veh/h] 270 550 1 10 402 94 158 4 317 1 0 1 Right Turn on Red Volume [veh/h] 0 0 0 0 0 12 0 0 37 0 0 2 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 270 550 1 10 402 106 158 4 354 1 0 3 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2423
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 9 14 0 9 14 0 0 14 0 0 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 25 45 0 25 45 0 0 12 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2424
95th-Percentile Queue Length [ft/ln] 117.28 67.35 67.31 5.57 73.46 32.91 64.40 149.01 0.48 0.31 95th-Percentile Queue Length [veh/ln] 4.69 2.69 2.69 0.22 2.94 1.32 2.58 5.96 0.02 0.01 50th-Percentile Queue Length [ft/ln] 65.16 37.42 37.40 3.09 40.81 18.29 35.78 82.78 0.27 0.17 50th-Percentile Queue Length [veh/ln] 2.61 1.50 1.50 0.12 1.63 0.73 1.43 3.31 0.01 0.01 Critical Lane Group Yes No No No Yes No No Yes No No
Lane Group LOS B A A C B B B B C B
d, Delay for Lane Group [s/veh] 19.00 9.03 9.03 22.79 15.25 14.28 15.98 19.06 21.97 12.37 X, volume / capacity 0.71 0.36 0.36 0.17 0.48 0.26 0.35 0.79 0.01 0.00 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 2.35 0.26 0.26 1.16 0.40 0.34 0.42 3.34 0.01 0.00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 16.64 8.77 8.77 21.63 14.85 13.94 15.55 15.72 21.96 12.37 c, Capacity [veh/h] 403 819 819 66 893 392 486 430 184 436 s, saturation flow rate [veh/h] 1810 1885 1884 1810 3589 1575 1439 1595 1056 1615 (v / s)_i Volume / Saturation Flow Rate 0.16 0.16 0.16 0.01 0.12 0.06 0.12 0.21 0.00 0.00 g / C, Green / Cycle 0.22 0.43 0.43 0.04 0.25 0.25 0.27 0.27 0.27 0.27 g_i, Effective Green Time [s] 10 20 20 2 12 12 12 12 12 12 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 46 46 46 46 46 46 46 46 46 46
Lane Group L C C L C R L C L C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2425
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 19.00 9.03 9.03 22.79 15.25 14.28 15.98 19.06 19.06 21.97 12.37 12.37 Movement LOS B A A C B B B B B C B B
d_A, Approach Delay [s/veh] 12.31 15.22 18.04 17.17
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 14.65
Intersection LOS B
Intersection V/C 0.611
Emissions
Vehicle Miles Traveled [mph] 65.16 66.55 66.51 1.34 52.22 12.20 7.32 14.85 0.02 0.02 Stops [stops/h] 203.27 116.73 116.66 9.65 254.64 57.04 111.62 258.25 0.84 0.54 Fuel consumption [US gal/h] 5.12 3.95 3.95 0.17 5.23 1.18 1.30 2.98 0.01 0.01 CO [g/h] 358.04 276.34 276.17 12.21 365.82 82.81 91.11 208.40 0.61 0.40 NOx [g/h] 69.66 53.76 53.73 2.38 71.18 16.11 17.73 40.55 0.12 0.08 VOC [g/h] 82.98 64.04 64.01 2.83 84.78 19.19 21.12 48.30 0.14 0.09 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 13.39 13.39 13.39 13.39
I_p,int, Pedestrian LOS Score for Intersectio 2.644 2.918 2.210 1.910 Crosswalk LOS B C B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1950 1950 520 1300 d_b, Bicycle Delay [s] 0.01 0.01 12.66 2.83
I_b,int, Bicycle LOS Score for Intersection 2.280 2.014 2.461 1.566 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2426
Volume to Capacity (v/c): 0.564
Level Of Service: D
Delay (sec / veh): 37.4
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 7: Bake pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2427
Bicycle Volume [bicycles/h] 0 3 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 1 0 1 1
v_do, Outbound Pedestrian Volume crossing 1 1 1 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 57 375 21 176 331 156 331 426 64 47 559 180 Total 15-Minute Volume [veh/h] 14 94 5 44 83 39 83 107 16 12 140 45 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 Total Hourly Volume [veh/h] 56 371 21 174 328 154 328 422 63 47 553 178 Right Turn on Red Volume [veh/h] 0 0 32 0 0 200 0 0 15 0 0 46 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 56 371 53 174 328 354 328 422 78 47 553 224 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2428
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 23 35 0 18 30 0 23 47 0 20 44 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 26 0 0 26 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 2.5 0.0 2.5 2.5 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 25 40 0 25 40 0 40 50 0 25 50 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 75.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2429
95th-Percentile Queue Length [ft/ln] 79.61 243.26 241.01 237.77 371.61 184.05 209.20 161.49 154.89 30.79 296.46 278.54 95th-Percentile Queue Length [veh/ln] 3.18 9.73 9.64 9.51 14.86 7.36 8.37 6.46 6.20 1.23 11.86 11.14 50th-Percentile Queue Length [ft/ln] 44.23 144.64 142.96 140.55 243.62 102.25 119.54 89.72 86.05 17.11 184.95 171.23 50th-Percentile Queue Length [veh/ln] 1.77 5.79 5.72 5.62 9.74 4.09 4.78 3.59 3.44 0.68 7.40 6.85 Critical Lane Group Yes No No No Yes No Yes No No No No Yes Lane Group LOS E D D E D D D B B E C C
d, Delay for Lane Group [s/veh] 58.13 50.24 50.36 60.17 49.21 42.18 52.09 15.41 15.46 55.12 23.81 23.99 X, volume / capacity 0.51 0.67 0.67 0.83 0.82 0.46 0.72 0.25 0.25 0.25 0.45 0.45 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.55 2.61 2.70 8.27 4.14 0.98 2.20 0.60 0.63 0.67 1.66 1.82 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 54.58 47.63 47.66 51.90 45.07 41.20 49.89 14.82 14.83 54.46 22.15 22.17 c, Capacity [veh/h] 112 298 292 211 404 338 457 1001 952 190 864 792 s, saturation flow rate [veh/h] 1810 1885 1850 1810 1900 1591 3414 1861 1770 3514 1885 1729 (v / s)_i Volume / Saturation Flow Rate 0.03 0.11 0.11 0.10 0.17 0.10 0.10 0.13 0.14 0.01 0.20 0.20 g / C, Green / Cycle 0.06 0.16 0.16 0.12 0.21 0.21 0.13 0.54 0.54 0.05 0.46 0.46 g_i, Effective Green Time [s] 7 19 19 14 26 26 16 65 65 6 55 55 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C R L C C L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2430
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 58.13 50.30 50.36 60.17 49.21 42.18 52.09 15.43 15.46 55.12 23.86 23.99 Movement LOS E D D E D D D B B E C C
d_A, Approach Delay [s/veh] 51.28 50.46 30.21 25.76
Approach LOS D D C C
d_I, Intersection Delay [s/veh] 37.36
Intersection LOS D
Intersection V/C 0.564
Emissions
Vehicle Miles Traveled [mph] 16.02 56.04 55.29 39.96 75.15 35.42 28.40 21.49 20.55 12.53 102.57 94.41 Stops [stops/h] 53.05 173.48 171.47 168.58 292.20 122.64 286.75 107.61 103.21 41.03 221.82 205.37 Fuel consumption [US gal/h] 1.68 5.48 5.41 4.95 8.38 3.61 8.05 2.86 2.74 1.47 8.14 7.52 CO [g/h] 117.71 382.93 378.34 345.71 585.51 252.43 562.48 199.94 191.60 102.53 568.86 525.57 NOx [g/h] 22.90 74.51 73.61 67.26 113.92 49.11 109.44 38.90 37.28 19.95 110.68 102.26 VOC [g/h] 27.28 88.75 87.68 80.12 135.70 58.50 130.36 46.34 44.41 23.76 131.84 121.80 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.53 49.53 49.53 49.53
I_p,int, Pedestrian LOS Score for Intersectio 2.573 3.007 2.929 2.895 Crosswalk LOS B C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 475 391 641 591 d_b, Bicycle Delay [s] 34.91 38.89 27.72 29.78
I_b,int, Bicycle LOS Score for Intersection 1.960 2.984 2.249 2.246 Bicycle LOS A C B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 2 1 4 3 - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2431
Volume to Capacity (v/c): 0.340
Level Of Service: B
Delay (sec / veh): 17.8
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 15: CA-241 / Portola Pkwy
Intersection Level Of Service Report
Crosswalk No No Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 210.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 600.00 100.00 100.00 500.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2432
Bicycle Volume [bicycles/h] 3 8 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 156 946 0 215 845 0 82 0 178 74 0 198 Total 15-Minute Volume [veh/h] 39 236 0 54 211 0 20 0 44 19 0 49 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9400 0.9400 1.0000 0.9400 0.9400 1.0000 0.9400 1.0000 0.9400 0.9400 1.0000 0.9400 Total Hourly Volume [veh/h] 147 889 0 202 794 0 77 0 167 70 0 186 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 147 889 0 202 794 0 77 0 167 70 0 186 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2433
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 Minimum Green [s] 10 10 0 10 10 0 15 0 0 8 0 0
Lead / Lag Lead - - Lead - - Lag - - Lag - -
Split [s] 88 50 0 68 40 0 33 0 0 38 0 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 3.0 4.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 0 0 0 0 0
Walk [s] 0 7 0 0 7 0 0 0 0 0 0 0
All red [s] 5.0 5.0 0.0 5.0 5.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 Amber [s] 3.6 5.0 0.0 3.6 5.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 Maximum Green [s] 80 40 0 60 30 0 25 0 0 30 0 0
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2434
95th-Percentile Queue Length [ft/ln] 36.91 141.43 52.81 130.21 35.52 15.35 95th-Percentile Queue Length [veh/ln] 1.48 5.66 2.11 5.21 1.42 0.61 50th-Percentile Queue Length [ft/ln] 20.51 78.57 29.34 72.34 19.73 8.53 50th-Percentile Queue Length [veh/ln] 0.82 3.14 1.17 2.89 0.79 0.34 Critical Lane Group No Yes Yes No Yes No
Lane Group LOS C B C B B B
d, Delay for Lane Group [s/veh] 20.23 17.82 21.20 18.73 19.43 18.78 X, volume / capacity 0.20 0.56 0.29 0.54 0.19 0.09
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.13 0.29 0.22 0.30 0.21 0.04 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 20.10 17.52 20.98 18.43 19.22 18.74 c, Capacity [veh/h] 778 1686 738 1555 429 840
s, saturation flow rate [veh/h] 3514 5135 3486 5135 1795 3514 (v / s)_i Volume / Saturation Flow Rate 0.04 0.18 0.06 0.16 0.05 0.02 g / C, Green / Cycle 0.22 0.33 0.21 0.30 0.24 0.24
g_i, Effective Green Time [s] 14 21 13 19 15 15
l2, Clearance Lost Time [s] 2.00 2.00 3.00 4.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 5.00 6.00 5.00 5.00 C, Cycle Length [s] 63 63 63 63 63 63
Lane Group L C L C L L
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2435
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 20.23 17.82 0.00 21.20 18.73 0.00 19.43 0.00 0.00 18.78 0.00 0.00 Movement LOS C B C B B B
d_A, Approach Delay [s/veh] 18.16 19.23 6.40 5.35
Approach LOS B B A A
d_I, Intersection Delay [s/veh] 17.82
Intersection LOS B
Intersection V/C 0.340
Emissions
Vehicle Miles Traveled [mph] 27.13 164.52 18.46 72.56 6.57 3.24 Stops [stops/h] 93.41 536.88 133.64 494.29 44.94 38.85
Fuel consumption [US gal/h] 2.98 17.18 3.60 13.24 1.72 1.41 CO [g/h] 208.63 1200.97 251.45 925.31 120.54 98.30
NOx [g/h] 40.59 233.66 48.92 180.03 23.45 19.13
VOC [g/h] 48.35 278.34 58.28 214.45 27.94 22.78
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 21.57 21.57
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.237 2.402 Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1265 949 772 930 d_b, Bicycle Delay [s] 4.27 8.76 11.92 9.05
I_b,int, Bicycle LOS Score for Intersection 2.166 2.143 1.560 1.560 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 2: 2 EX_SAT_PROJ Generated with
Item: 11
2436
Appendix H – In-Process Developments
Item: 11
2437
1 2
3 4
5 6
7 8
9 10
11 12
13 14
16 15
17 241 Alton Parkway Bake Parkway Glenn Ranch Road
Portola Parkway
Lake Forest Drive
El Toro Rd
Rancho Pkwy
Commercentre Dr
Town Centre Drive
Parkway
Portola
Rancho Pkwy
SITE
17 14
C:\Users\dnair\appdata\local\temp\AcPublish_64844\31380 figs.dwg Nov 15, 2025 - 12:18pm - dnair Layout Tab: IP_WK_IMI In-Process Development: Pauling IMI
Weekday PM Peak Hour
Lake Forest, CA H-1
Foothill Ranch Costco November 2025
Figure
11 12
9 10
16 13 15
1 2 3 4
6 7 8
5 N
Towne Centre Dr Portola Pkwy Towne Centre Dr
Towne Centre Dr Towne Centre Dr Towne Centre Dr
CA-241 CA-241 Alton Pkwy
Portola Pkwy
Portola Pkwy Portola Pkwy
Portola Pkwy Portola Pkwy Portola Pkwy
Portola Pkwy
Portola Pkwy
Alton Pkwy
Alton Pkwy Alton Pkwy
Alton Pkwy Market Pl Entertainment Bake Pkwy Market Pl Bake Pkwy Lake Forest Dr Lake Forest Dr Towne Centre Dr Pauling Glenn Ranch Rd Commercentre Dr Rancho Pkwy S
Purpose Dr El Toro Rd Rancho Pkwy
Santa Margarita
Pkwy
## - Study Intersections 14 85
123
28 118
83 21545 1392
221 41
4 1628
15 16 39 279
245
27 31
7 15
3 67
31 392 11
417
2 21130 224 206 14037
14 5
187 11211 71
6 31
141
32 54 169
2 113 165
45 8
13 11224 25109
1 54
8 190 112
2 1109
240
7 5 24457 29238 36
15 37 35
80 25 11
77 739 58
112
10 10
108
6 1 148 144 94
96 12 148
11441
204
16 4 12720 38123
1 21
1 107
Item: 11
2438
1 2
3 4
5 6
7 8
9 10
11 12
13 14
16 15
17 241 Alton Parkway Bake Parkway Glenn Ranch Road
Portola Parkway
Lake Forest Drive
El Toro Rd
Rancho Pkwy
Commercentre Dr
Town Centre Drive
Parkway
Portola
Rancho Pkwy
SITE
17 14
C:\Users\dnair\appdata\local\temp\AcPublish_64844\31380 figs.dwg Nov 15, 2025 - 12:19pm - dnair Layout Tab: IP_WK_MD In-Process Development: Nakase
Weekday PM Peak Hour
Lake Forest, CA H-2
Foothill Ranch Costco November 2025
Figure
11 12
9 10
16 13 15
1 2 3 4
6 7 8
5 N
## - Study Intersections
Towne Centre Dr Portola Pkwy Towne Centre Dr
Towne Centre Dr Towne Centre Dr Towne Centre Dr
CA-241 CA-241 Alton Pkwy
Portola Pkwy
Portola Pkwy Portola Pkwy
Portola Pkwy Portola Pkwy Portola Pkwy
Portola Pkwy
Alton Pkwy
Alton Pkwy Alton Pkwy
Alton Pkwy Market Pl Entertainment Bake Pkwy Market Pl Bake Pkwy Lake Forest Dr Lake Forest Dr Towne Centre Dr Pauling Glenn Ranch Rd Rancho Pkwy S
Purpose Dr El Toro Rd Rancho Pkwy
Santa Margarita
Pkwy
1 1
1 1
1 1
1 2
1 1 2
1 1
1 1
1 1
1 1 1
1 1
1 1
3 2
2 3
1 1
4 1
1 3
1 1
1 2 3
Commercentre Dr
Portola Pkwy
Item: 11
2439
1 2
3 4
5 6
7 8
9 10
11 12
13 14
16 15
17 241 Alton Parkway Bake Parkway Glenn Ranch Road
Portola Parkway
Lake Forest Drive
El Toro Rd
Rancho Pkwy
Commercentre Dr
Town Centre Drive
Parkway
Portola
Rancho Pkwy
SITE
17 14
C:\Users\dnair\appdata\local\temp\AcPublish_64844\31380 figs.dwg Nov 15, 2025 - 12:19pm - dnair Layout Tab: IP_WK_PC In-Process Development: Portola Center
Weekday PM Peak Hour
Lake Forest, CA H-3
Foothill Ranch Costco November 2025
Figure
11 12
9 10
16 13 15
1 2 3 4
6 7 8
5 N
## - Study Intersections
Towne Centre Dr Portola Pkwy Towne Centre Dr
Towne Centre Dr Towne Centre Dr Towne Centre Dr
CA-241 CA-241 Alton Pkwy
Portola Pkwy
Portola Pkwy Portola Pkwy
Portola Pkwy Portola Pkwy Portola Pkwy
Portola Pkwy
Alton Pkwy
Alton Pkwy Alton Pkwy
Alton Pkwy Market Pl Entertainment Bake Pkwy Market Pl Bake Pkwy Lake Forest Dr Lake Forest Dr Towne Centre Dr Pauling Glenn Ranch Rd Rancho Pkwy S
Purpose Dr El Toro Rd Rancho Pkwy
Santa Margarita
Pkwy
Commercentre Dr
Portola Pkwy
1 1
4 2
1 1
5 1
3 1
411
2 6 1
1 1 3
361
9 1 1
11 3
1 3
3101 11
3 3
1 2
2 1
1141 17
2 3
116 22
2 3 19 27
3 12
17 4 2 4 2 19
1 12 20 11
1 7
74 13
Item: 11
2440
1 2
3 4
5 6
7 8
9 10
11 12
13 14
16 15
17 241 Alton Parkway Bake Parkway Glenn Ranch Road
Portola Parkway
Lake Forest Drive
El Toro Rd
Rancho Pkwy
Commercentre Dr
Town Centre Drive
Parkway
Portola
Rancho Pkwy
SITE
17 14
C:\Users\dnair\appdata\local\temp\AcPublish_64844\31380 figs.dwg Nov 15, 2025 - 12:19pm - dnair Layout Tab: IP_WK_IPT In-Process Development: IPT Enterprise Buisness Center LLC Weekday PM Peak Hour
Lake Forest, CA H-4
Foothill Ranch Costco November 2025
Figure
11 12
9 10
16 13 15
1 2 3 4
6 7 8
5 N
## - Study Intersections
Towne Centre Dr Portola Pkwy Towne Centre Dr
Towne Centre Dr Towne Centre Dr Towne Centre Dr
CA-241 CA-241 Alton Pkwy
Portola Pkwy
Portola Pkwy Portola Pkwy
Portola Pkwy Portola Pkwy Portola Pkwy
Portola Pkwy
Alton Pkwy
Alton Pkwy Alton Pkwy
Alton Pkwy Market Pl Entertainment Bake Pkwy Market Pl Bake Pkwy Lake Forest Dr Lake Forest Dr Towne Centre Dr Pauling Glenn Ranch Rd Rancho Pkwy S
Purpose Dr El Toro Rd Rancho Pkwy
Santa Margarita
Pkwy
Commercentre Dr
Portola Pkwy
8 4
2 4
4 2
2 4
4 2
7 2
Item: 11
2441
1 2
3 4
5 6
7 8
9 10
11 12
13 14
16 15
17 241 Alton Parkway Bake Parkway Glenn Ranch Road
Portola Parkway
Lake Forest Drive
El Toro Rd
Rancho Pkwy
Commercentre Dr
Town Centre Drive
Parkway
Portola
Rancho Pkwy
SITE
17 14
C:\Users\dnair\appdata\local\temp\AcPublish_64844\31380 figs.dwg Nov 15, 2025 - 12:19pm - dnair Layout Tab: IP_WK_WRC In-Process Development: Western Realco Enterprise Way Industrial Weekday PM Peak Hour
Lake Forest, CA H-5
Foothill Ranch Costco November 2025
Figure
11 12
9 10
16 13 15
1 2 3 4
6 7 8
5 N
## - Study Intersections
Towne Centre Dr Portola Pkwy Towne Centre Dr
Towne Centre Dr Towne Centre Dr Towne Centre Dr
CA-241 CA-241 Alton Pkwy
Portola Pkwy
Portola Pkwy Portola Pkwy
Portola Pkwy Portola Pkwy Portola Pkwy
Portola Pkwy
Alton Pkwy
Alton Pkwy Alton Pkwy
Alton Pkwy Market Pl Entertainment Bake Pkwy Market Pl Bake Pkwy Lake Forest Dr Lake Forest Dr Towne Centre Dr Pauling Glenn Ranch Rd Rancho Pkwy S
Purpose Dr El Toro Rd Rancho Pkwy
Santa Margarita
Pkwy
Commercentre Dr
Portola Pkwy
9 4
2 4
5 2
2 5
5 2
9 2
Item: 11
2442
1 2
3 4
5 6
7 8
9 10
11 12
13 14
16 15
17 241 Alton Parkway Bake Parkway Glenn Ranch Road
Portola Parkway
Lake Forest Drive
El Toro Rd
Rancho Pkwy
Commercentre Dr
Town Centre Drive
Parkway
Portola
Rancho Pkwy
SITE
17 14
C:\Users\dnair\appdata\local\temp\AcPublish_64844\31380 figs.dwg Nov 15, 2025 - 12:20pm - dnair Layout Tab: IP_WK_TOT In-Process Development: Total
Weekday PM Peak Hour
Lake Forest, CA H-6
Foothill Ranch Costco November 2025
Figure
11 12
9 10
16 13 15
1 2 3 4
6 7 8
5 N
## - Study Intersections
Towne Centre Dr Portola Pkwy Towne Centre Dr
Towne Centre Dr Towne Centre Dr Towne Centre Dr
CA-241 CA-241 Alton Pkwy
Portola Pkwy
Portola Pkwy Portola Pkwy
Portola Pkwy Portola Pkwy Portola Pkwy
Portola Pkwy
Alton Pkwy
Alton Pkwy Alton Pkwy
Alton Pkwy Market Pl Entertainment Bake Pkwy Market Pl Bake Pkwy Lake Forest Dr Lake Forest Dr Towne Centre Dr Pauling Glenn Ranch Rd Rancho Pkwy S
Purpose Dr El Toro Rd Rancho Pkwy
Santa Margarita
Pkwy
Commercentre Dr
Portola Pkwy
1 1
4 3
2 1
5 1
5 1
621
3 6 1
1 1
1 1
5 592 10
1 2
1 2
1 21
1 4
1 7
5152
112
1 3 3
1 4
2 20
1 11
6223 18
9 11 3
5 2208 31
1 3 26
2 11
419
11148
1 3
12 25 16
7 4
5 2
4 3
3 22
2 1202
1 1
423
2181
1 3
19 991
15 2 3
Item: 11
2443
1 2
3 4
5 6
7 8
9 10
11 12
13 14
16 15
17 241 Alton Parkway Bake Parkway Glenn Ranch Road
Portola Parkway
Lake Forest Drive
El Toro Rd
Rancho Pkwy
Commercentre Dr
Town Centre Drive
Parkway
Portola
Rancho Pkwy
SITE
11 12
9 10
16 13 15
1 2 3 4
6 7 8
5 N
17 14
C:\Users\dnair\appdata\local\temp\AcPublish_64844\31380 figs.dwg Nov 15, 2025 - 12:20pm - dnair Layout Tab: IP_SAT_MD In-Process Development: Nakase
Saturday Midday Peak Hour
Lake Forest, CA H-7
Foothill Ranch Costco November 2025
Figure
## - Study Intersections
Towne Centre Dr Portola Pkwy Towne Centre Dr
Towne Centre Dr Towne Centre Dr Towne Centre Dr
CA-241 CA-241 Alton Pkwy
Portola Pkwy
Portola Pkwy Portola Pkwy
Portola Pkwy Portola Pkwy Portola Pkwy
Portola Pkwy
Alton Pkwy
Alton Pkwy Alton Pkwy
Alton Pkwy Market Pl Entertainment Bake Pkwy Market Pl Bake Pkwy Lake Forest Dr Lake Forest Dr Towne Centre Dr Pauling Glenn Ranch Rd Rancho Pkwy S
Purpose Dr El Toro Rd Rancho Pkwy
Santa Margarita
Pkwy
Commercentre Dr
Portola Pkwy
1 1
1 1
1 1
1 2
1 1 2
1 1
1 1
1 1
1 1 1
1 1
1 1
3 2
2 3
1 1
4 1
1 3
1 1
1 2 3
Item: 11
2444
1 2
3 4
5 6
7 8
9 10
11 12
13 14
16 15
17 241 Alton Parkway Bake Parkway Glenn Ranch Road
Portola Parkway
Lake Forest Drive
El Toro Rd
Rancho Pkwy
Commercentre Dr
Town Centre Drive
Parkway
Portola
Rancho Pkwy
SITE
11 12
9 10
16 13 15
1 2 3 4
6 7 8
5 N
17 14
C:\Users\dnair\appdata\local\temp\AcPublish_64844\31380 figs.dwg Nov 15, 2025 - 12:20pm - dnair Layout Tab: IP_SAT_PC In-Process Developement: Portola Center
Saturday Midday Peak Hour
Lake Forest, CA H-8
Foothill Ranch Costco November 2025
Figure
## - Study Intersections
Towne Centre Dr Portola Pkwy Towne Centre Dr
Towne Centre Dr Towne Centre Dr Towne Centre Dr
CA-241 CA-241 Alton Pkwy
Portola Pkwy
Portola Pkwy Portola Pkwy
Portola Pkwy Portola Pkwy Portola Pkwy
Portola Pkwy
Alton Pkwy
Alton Pkwy Alton Pkwy
Alton Pkwy Market Pl Entertainment Bake Pkwy Market Pl Bake Pkwy Lake Forest Dr Lake Forest Dr Towne Centre Dr Pauling Glenn Ranch Rd Rancho Pkwy S
Purpose Dr El Toro Rd Rancho Pkwy
Santa Margarita
Pkwy
Commercentre Dr
Portola Pkwy
1 1
4 2
1 1
5 1
3 1
411
2 6 1
1 1 3
361
9 1 1
11 3
1 3
3101 11
3 3
1 2
2 1
1141 17
2 3
116 22
2 3 19 27
3 12
17 4 2 4 2 19
1 12 20 11
1 7
74 13
Item: 11
2445
1 2
3 4
5 6
7 8
9 10
11 12
13 14
16 15
17 241 Alton Parkway Bake Parkway Glenn Ranch Road
Portola Parkway
Lake Forest Drive
El Toro Rd
Rancho Pkwy
Commercentre Dr
Town Centre Drive
Parkway
Portola
Rancho Pkwy
SITE
17 14
C:\Users\dnair\appdata\local\temp\AcPublish_64844\31380 figs.dwg Nov 15, 2025 - 12:20pm - dnair Layout Tab: IP_SAT_TOT In-Process Development: Total
Saturday Midday Peak Hour
Lake Forest, CA H-9
Foothill Ranch Costco November 2025
Figure
11 12
9 10
16 13 15
1 2 3 4
6 7 8
5 N
## - Study Intersections
Towne Centre Dr Portola Pkwy Towne Centre Dr
Towne Centre Dr Towne Centre Dr Towne Centre Dr
CA-241 CA-241 Alton Pkwy
Portola Pkwy
Portola Pkwy Portola Pkwy
Portola Pkwy Portola Pkwy Portola Pkwy
Portola Pkwy
Alton Pkwy
Alton Pkwy Alton Pkwy
Alton Pkwy Market Pl Entertainment Bake Pkwy Market Pl Bake Pkwy Lake Forest Dr Lake Forest Dr Towne Centre Dr Pauling Glenn Ranch Rd Rancho Pkwy S
Purpose Dr El Toro Rd Rancho Pkwy
Santa Margarita
Pkwy
Commercentre Dr
Portola Pkwy
1 1
4 2
1 1
5 1
3 1
411
2 6 1
1 1
1 1
3 362
9 1 2
1 2
1 21
1 4
1 5
3101
111
1 3 3
1 2
2 3
1 2
1141 17
1 2 3
1 216 22
3 3 19 28
3 12
18 7 4
2 4
3 2 19
2 12
1 420
1111
1 3
17 84
14 2 3
Item: 11
2446
Appendix I – Opening Year (2028) without
Project ICU Worksheets
Item: 11
2447
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project 31380 - Foothill Ranch Costco
Vistro File: H:\...\31380_Vistro_ICU - October Updates.vistro Scenario 6 28 WK no project Report File: C:\...\28-wk-PM no project.pdf 11/14/2025
Intersection Analysis Summary
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 CA-241 / Alton Pkwy Signalized ICU 1 EB Thru 0.345 - A 2 Alton Pkwy / Towne Centre Dr Signalized ICU 1 EB Thru 0.307 - A 3 Alton Pkwy / Portola Pkwy Signalized ICU 1 NB Left 0.319 - A 4 Market Pl / Towne Centre Dr Signalized ICU 1 WB Thru 0.305 - A 5 Market Pl / Portola Pkwy Signalized ICU 1 NB Thru 0.436 - A 6 Entertainment / Towne Centre
Dr Signalized ICU 1 NB Thru 0.204 - A
7 Bake Pkwy / Towne Centre Dr Signalized ICU 1 EB Thru 0.562 - A 8 Bake Pkwy / Portola Pkwy Signalized ICU 1 NB Right 0.566 - A 9 Lake Forest Dr / Towne
Centre Dr Signalized ICU 1 EB Thru 0.393 - A
10 Lake Forest Dr / Portola Pkwy Signalized ICU 1 NB Thru 0.524 - A 11 Towne Centre Dr / Portola
Pkwy Signalized ICU 1 SB Right 0.491 - A
12 Glenn Ranch Rd/ Portola
Pkwy Signalized ICU 1 SB Left 0.596 - A
13 Commercentre Dr/Alton Pkwy Signalized ICU 1 EB Right 0.546 - A 14 Rancho Pkwy S/Alton Pkwy Signalized ICU 1 EB Thru 0.465 - A 15 CA-241 / Portola Pkwy Signalized ICU 1 SB Thru 0.413 - A 16 Rancho Pkwy/Portola Pkwy Signalized ICU 1 SB Thru 0.471 - A 17 El Toro Rd/Portola Pkwy Signalized ICU 1 SB Thru 0.548 - A V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. 11/14/2025
Item: 11
2448
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 1: CA-241 / Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.345 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 1 0 0 0
Total Analysis Volume [veh/h] 59 0 49 263 0 119 178 794 0 54 485 0 Total 15-Minute Volume [veh/h] 15 0 12 66 0 30 45 199 0 14 121 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 59 0 49 263 0 119 178 794 0 54 485 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 2.00 4.00 3.00 0.00 2.00 5.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 59 0 49 263 0 119 178 794 0 54 485 0 Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2449
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.345
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.00 0.00 0.08 0.00 0.00 0.10 0.16 0.00 0.03 0.10 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2450
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 2: Alton Pkwy / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.307 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 2 1 0
Pedestrian Volume [ped/h] 4 2 5 2
Total Analysis Volume [veh/h] 197 49 12 46 48 33 142 733 211 45 399 44 Total 15-Minute Volume [veh/h] 49 12 3 12 12 8 36 183 53 11 100 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 197 49 12 46 48 33 142 733 211 45 399 44 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 197 49 12 46 48 33 142 733 211 45 399 44 Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Volumes
11/14/2025
Item: 11
2451
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.307
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.03 0.01 0.03 0.03 0.02 0.08 0.14 0.00 0.03 0.09 0.09 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2452
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 3: Alton Pkwy / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.319 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -2.00
Speed [mph] 45.00 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 1
Entry Pocket Length [ft] 330.00 100.00 255.00 170.00 100.00 100.00 180.00 100.00 100.00 135.00 100.00 135.00 No. of Lanes in Entry Pocket 2 0 1 2 0 0 1 0 0 1 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 2 0 0
Pedestrian Volume [ped/h] 6 6 5 11
Total Analysis Volume [veh/h] 371 199 149 0 201 48 79 119 558 112 56 3 Total 15-Minute Volume [veh/h] 93 50 37 0 50 12 20 30 140 28 14 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 371 199 149 0 201 48 79 119 558 112 56 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 371 199 149 0 201 48 79 119 558 112 56 3 Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Volumes
11/14/2025
Item: 11
2453
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.319
Intersection LOS A
V/C, Movement V/C Ratio 0.11 0.04 0.00 0.00 0.06 0.00 0.05 0.04 0.00 0.07 0.02 0.02 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2454
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 4: Market Pl / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.305 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 3 4 3 9
Total Analysis Volume [veh/h] 134 99 122 138 192 27 35 102 79 92 210 91 Total 15-Minute Volume [veh/h] 34 25 31 35 48 7 9 26 20 23 53 23 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 134 99 122 138 192 27 35 102 79 92 210 91 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 2.00 0.00 0.00 0.00 3.00 0.00 2.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 134 99 122 138 192 27 35 102 79 92 210 91 Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Volumes
11/14/2025
Item: 11
2455
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing
Intersection V/C 0.305
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.07 0.07 0.08 0.06 0.06 0.02 0.05 0.05 0.05 0.09 0.09 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2456
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 5: Market Pl / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.436 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Intersection Setup
Bicycle Volume [bicycles/h] 2 4 6 0
Pedestrian Volume [ped/h] 3 2 0 4
Total Analysis Volume [veh/h] 297 515 32 172 732 25 82 53 150 61 35 111 Total 15-Minute Volume [veh/h] 74 129 8 43 183 6 21 13 38 15 9 28 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 297 515 32 172 732 25 82 53 150 61 35 111 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 0.00 3.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 297 515 32 172 732 25 82 53 150 61 35 111 Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Volumes
11/14/2025
Item: 11
2457
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.436
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.16 0.16 0.10 0.15 0.15 0.05 0.03 0.09 0.04 0.04 0.04 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2458
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 6: Entertainment / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.204 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Intersection Setup
Bicycle Volume [bicycles/h] 1 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 46 321 3 7 320 38 27 3 51 2 1 1 Total 15-Minute Volume [veh/h] 12 80 1 2 80 10 7 1 13 1 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 46 321 3 7 320 38 27 3 51 2 1 1 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 50.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 46 321 3 7 320 38 27 3 51 2 1 1 Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Volumes
11/14/2025
Item: 11
2459
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.204
Intersection LOS A
V/C, Movement V/C Ratio 0.03 0.10 0.10 0.00 0.09 0.02 0.02 0.03 0.03 0.00 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2460
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 7: Bake Pkwy / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.562 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 1.00 -2.00
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 2 2 2
Pedestrian Volume [ped/h] 0 3 0 1
Total Analysis Volume [veh/h] 111 162 56 55 164 307 254 703 114 49 558 92 Total 15-Minute Volume [veh/h] 28 41 14 14 41 77 64 176 29 12 140 23 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 111 162 56 55 164 307 254 703 114 49 558 92 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 0.00 0.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 111 162 56 55 164 307 254 703 114 49 558 92 Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Volumes
11/14/2025
Item: 11
2461
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.562
Intersection LOS A
V/C, Movement V/C Ratio 0.07 0.06 0.06 0.03 0.10 0.18 0.07 0.24 0.24 0.01 0.19 0.19 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2462
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 8: Bake Pkwy / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.566 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -4.00
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 235.00 100.00 100.00 255.00 100.00 100.00 195.00 100.00 100.00 290.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 1 1 0 0
Lane Width [ft] 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 10.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 2 3 0
Pedestrian Volume [ped/h] 5 0 2 12
Total Analysis Volume [veh/h] 262 629 72 371 661 98 115 388 230 136 240 195 Total 15-Minute Volume [veh/h] 66 157 18 93 165 25 29 97 58 34 60 49 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 262 629 72 371 661 98 115 388 230 136 240 195 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 3.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 262 629 72 371 661 98 115 388 230 136 240 195 Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Volumes
11/14/2025
Item: 11
2463
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.566
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.21 0.21 0.11 0.15 0.15 0.07 0.12 0.12 0.08 0.13 0.13 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2464
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 9: Lake Forest Dr / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.393 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 3.00 -2.00
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 245.00 100.00 100.00 100.00 100.00 100.00 300.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0 2
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 83 68 3 15 125 223 170 443 61 2 359 26 Total 15-Minute Volume [veh/h] 21 17 1 4 31 56 43 111 15 1 90 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 83 68 3 15 125 223 170 443 61 2 359 26 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 7.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 83 68 3 15 125 223 170 443 61 2 359 26 Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Volumes
11/14/2025
Item: 11
2465
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.393
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.02 0.02 0.01 0.07 0.13 0.05 0.15 0.15 0.00 0.11 0.11 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2466
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 10: Lake Forest Dr / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.524 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -4.00
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 315.00 100.00 100.00 200.00 100.00 100.00 200.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 3 2 1 2
Pedestrian Volume [ped/h] 0 1 2 4
Total Analysis Volume [veh/h] 168 888 197 13 990 68 78 201 161 188 136 36 Total 15-Minute Volume [veh/h] 42 222 49 3 248 17 20 50 40 47 34 9 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 168 888 197 13 990 68 78 201 161 188 136 36 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 168 888 197 13 990 68 78 201 161 188 136 36 Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Volumes
11/14/2025
Item: 11
2467
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.524
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.21 0.21 0.00 0.21 0.21 0.05 0.11 0.11 0.11 0.05 0.05 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2468
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 11: Towne Centre Dr / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.491 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -3.00
Speed [mph] 45.00 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 240.00 100.00 100.00 270.00 100.00 100.00 155.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Intersection Setup
Bicycle Volume [bicycles/h] 1 2 4 1
Pedestrian Volume [ped/h] 0 0 3 0
Total Analysis Volume [veh/h] 79 1150 53 5 1314 23 8 3 185 159 29 94 Total 15-Minute Volume [veh/h] 20 288 13 1 329 6 2 1 46 40 7 24 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 79 1150 53 5 1314 23 8 3 185 159 29 94 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 3.00 0.00 1.00 0.00 0.00 33.00 0.00 0.00 4.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 79 1150 53 5 1314 23 8 3 185 159 29 94 Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Volumes
11/14/2025
Item: 11
2469
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.491
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.24 0.24 0.00 0.26 0.26 0.00 0.00 0.11 0.05 0.07 0.07 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2470
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 12: Glenn Ranch Rd/ Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.596 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -2.00
Speed [mph] 50.00 45.00 25.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 180.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 210.00 100.00 100.00 505.00 100.00 170.00 180.00 100.00 100.00 225.00 100.00 250.00 No. of Lanes in Entry Pocket 2 0 0 2 0 1 1 0 0 2 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Intersection Setup
Bicycle Volume [bicycles/h] 4 1 0 3
Pedestrian Volume [ped/h] 1 2 0 4
Total Analysis Volume [veh/h] 79 640 327 830 848 79 83 33 76 262 28 481 Total 15-Minute Volume [veh/h] 20 160 82 208 212 20 21 8 19 66 7 120 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 79 640 327 830 848 79 83 33 76 262 28 481 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 2.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 79 640 327 830 848 79 83 33 76 262 28 481 Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Volumes
11/14/2025
Item: 11
2471
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Phasing & Timing
Intersection V/C 0.596
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.13 0.19 0.24 0.17 0.05 0.05 0.03 0.03 0.08 0.01 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2472
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 13: Commercentre Dr/Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.546 Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 100.00 300.00 100.00 No. of Lanes in Entry Pocket 1 0 0 0 1 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Commercentre Dr Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 570 160 1277 339 19 797
Total 15-Minute Volume [veh/h] 143 40 319 85 5 199
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 570 160 1277 339 19 797
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 1.00 1.00 6.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 570 160 1277 339 19 797
Name Commercentre Dr Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2473
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - - Lead -
Auxiliary Signal Groups
Signal Group 4 0 2 0 1 6
Control Type Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Intersection V/C 0.546
Intersection LOS A
V/C, Movement V/C Ratio 0.17 0.09 0.32 0.32 0.01 0.16
Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2474
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 14: Rancho Pkwy S/Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.465 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 250.00 100.00 210.00 250.00 100.00 250.00 250.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 185 29 101 16 19 121 163 1092 108 36 587 31 Total 15-Minute Volume [veh/h] 46 7 25 4 5 30 41 273 27 9 147 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 185 29 101 16 19 121 163 1092 108 36 587 31 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 6.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 185 29 101 16 19 121 163 1092 108 36 587 31 Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2475
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.465
Intersection LOS A
V/C, Movement V/C Ratio 0.11 0.04 0.04 0.01 0.01 0.07 0.10 0.21 0.06 0.02 0.12 0.02 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2476
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 15: CA-241 / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.413 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 410.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy CA-241 CA-241
Intersection Setup
Bicycle Volume [bicycles/h] 2 1 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 198 896 0 223 1002 0 142 0 238 85 0 138 Total 15-Minute Volume [veh/h] 50 224 0 56 251 0 36 0 60 21 0 35 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 198 896 0 223 1002 0 142 0 238 85 0 138 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 4.00 2.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 198 896 0 223 1002 0 142 0 238 85 0 138 Name Portola Pkwy Portola Pkwy CA-241 CA-241
Volumes
11/14/2025
Item: 11
2477
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing
Intersection V/C 0.413
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.18 0.00 0.07 0.20 0.00 0.08 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2478
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 16: Rancho Pkwy/Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.471 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 100.00 125.00 100.00 225.00 100.00 100.00 200.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Intersection Setup
Bicycle Volume [bicycles/h] 2 1 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 501 891 3 7 1135 97 157 16 892 1 12 3 Total 15-Minute Volume [veh/h] 125 223 1 2 284 24 39 4 223 0 3 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 501 891 3 7 1135 97 157 16 892 1 12 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 501 891 3 7 1135 97 157 16 892 1 12 3 Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Volumes
11/14/2025
Item: 11
2479
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 3 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.471
Intersection LOS A
V/C, Movement V/C Ratio 0.15 0.17 0.00 0.00 0.22 0.06 0.05 0.05 0.00 0.00 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2480
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Intersection Level Of Service Report
Intersection 17: El Toro Rd/Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.548 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 55.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 700.00 200.00 100.00 200.00 400.00 100.00 325.00 150.00 100.00 200.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 2 0 1 1 0 2
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Intersection Setup
Bicycle Volume [bicycles/h] 0 3 0 2
Pedestrian Volume [ped/h] 1 0 7 0
Total Analysis Volume [veh/h] 399 1050 45 275 1363 369 251 428 522 17 203 115 Total 15-Minute Volume [veh/h] 100 263 11 69 341 92 63 107 131 4 51 29 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 399 1050 45 275 1363 369 251 428 522 17 203 115 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 399 1050 45 275 1363 369 251 428 522 17 203 115 Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Volumes
11/14/2025
Item: 11
2481
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 6: 6 28 WK no project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lag - -
Auxiliary Signal Groups 4,5
Signal Group 3 8 0 7 4 5 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.548
Intersection LOS A
V/C, Movement V/C Ratio 0.12 0.21 0.03 0.08 0.27 0.16 0.07 0.08 0.00 0.01 0.04 0.03 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2482
Intersection Analysis Summary
Report File: H:\...\31380_ICU_28-SAT_no_project__2025-07 7/3/2025 -03.pdf
Vistro File: H:\...\31380_Vistro_ICU.vistro Scenario 5 28 SAT no project 31380 - Foothill Ranch Costco
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. 17 El Toro Rd/Portola Pkwy Signalized ICU 1 SB Thru 0.450 - A 16 Rancho Pkwy/Portola Pkwy Signalized ICU 1 SB Thru 0.346 - A 15 CA-241 / Portola Pkwy Signalized ICU 1 NB Thru 0.310 - A 14 Rancho Pkwy S/Alton Pkwy Signalized ICU 1 EB Thru 0.277 - A 13 Commercentre Dr/Alton Pkwy Signalized ICU 1 EB Thru 0.281 - A Signalized ICU 1 SB Left 0.396 - A
Glenn Ranch Rd/ Portola
Pkwy 12
Signalized ICU 1 NB Right 0.329 - A
Towne Centre Dr / Portola
Pkwy 11
10 Lake Forest Dr / Portola Pkwy Signalized ICU 1 NB Thru 0.378 - A Signalized ICU 1 WB Thru 0.294 - A
Lake Forest Dr / Towne
Centre Dr 9
8 Bake Pkwy / Portola Pkwy Signalized ICU 1 NB Thru 0.446 - A 7 Bake Pkwy / Towne Centre Dr Signalized ICU 1 SB Right 0.573 - A Signalized ICU 1 NB Thru 0.229 - A
Entertainment / Towne Centre
Dr 6
5 Market Pl / Portola Pkwy Signalized ICU 1 NB Thru 0.357 - A 4 Market Pl / Towne Centre Dr Signalized ICU 1 NB Left 0.374 - A 3 Alton Pkwy / Portola Pkwy Signalized ICU 1 NB Left 0.244 - A 2 Alton Pkwy / Towne Centre Dr Signalized ICU 1 EB Thru 0.274 - A 1 CA-241 / Alton Pkwy Signalized ICU 1 EB Thru 0.245 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2483
Volume to Capacity (v/c): 0.245
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 30.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 5 10
Pedestrian Volume [ped/h] 4 2 0 0
Total Analysis Volume [veh/h] 39 0 66 162 0 99 65 538 0 52 470 0 Total 15-Minute Volume [veh/h] 10 0 17 41 0 25 16 135 0 13 118 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 39 0 66 162 0 99 65 538 0 52 470 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 8.00 2.00 2.00 0.00 2.00 2.00 3.00 0.00 2.00 0.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 39 0 66 162 0 99 65 538 0 52 470 0 Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2484
Intersection V/C 0.245
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.00 0.00 0.05 0.00 0.00 0.04 0.11 0.00 0.03 0.09 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2485
Volume to Capacity (v/c): 0.274
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: Alton Pkwy / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 4 2 4 6
Pedestrian Volume [ped/h] 4 4 1 0
Total Analysis Volume [veh/h] 215 41 22 23 35 29 118 431 258 59 345 16 Total 15-Minute Volume [veh/h] 54 10 6 6 9 7 30 108 65 15 86 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 215 41 22 23 35 29 118 431 258 59 345 16 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 3.00 7.00 5.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 215 41 22 23 35 29 118 431 258 59 345 16 Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2486
Intersection V/C 0.274
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.02 0.01 0.01 0.02 0.02 0.07 0.08 0.00 0.03 0.07 0.07 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2487
Volume to Capacity (v/c): 0.244
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 3: Alton Pkwy / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.02 -0.02
Speed [mph] 45.00 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 1
Entry Pocket Length [ft] 330.00 100.00 255.00 170.00 100.00 100.00 180.00 100.00 100.00 135.00 100.00 135.00 No. of Lanes in Entry Pocket 2 0 1 2 0 0 1 0 0 1 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 7 1 1 2
Pedestrian Volume [ped/h] 2 9 1 3
Total Analysis Volume [veh/h] 277 138 109 1 109 72 46 75 296 100 73 3 Total 15-Minute Volume [veh/h] 69 35 27 0 27 18 12 19 74 25 18 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 277 138 109 1 109 72 46 75 296 100 73 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 1.00 0.00 0.00 1.00 0.00 3.00 0.00 1.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 277 138 109 1 109 72 46 75 296 100 73 3 Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2488
Intersection V/C 0.244
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.03 0.00 0.00 0.03 0.00 0.03 0.02 0.00 0.06 0.02 0.02 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2489
Volume to Capacity (v/c): 0.374
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 4: Market Pl / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0 1
Pedestrian Volume [ped/h] 3 2 2 1
Total Analysis Volume [veh/h] 190 91 126 156 187 60 64 146 103 89 247 98 Total 15-Minute Volume [veh/h] 48 23 32 39 47 15 16 37 26 22 62 25 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 190 91 126 156 187 60 64 146 103 89 247 98 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 1.00 3.00 2.00 0.00 0.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 190 91 126 156 187 60 64 146 103 89 247 98 Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2490
Intersection V/C 0.374
Intersection LOS A
V/C, Movement V/C Ratio 0.11 0.06 0.06 0.09 0.07 0.07 0.04 0.07 0.07 0.05 0.10 0.10 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2491
Volume to Capacity (v/c): 0.357
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 5: Market Pl / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Intersection Setup
Bicycle Volume [bicycles/h] 15 12 1 5
Pedestrian Volume [ped/h] 4 35 4 0
Total Analysis Volume [veh/h] 312 356 46 108 420 32 70 68 148 65 48 68 Total 15-Minute Volume [veh/h] 78 89 12 27 105 8 18 17 37 16 12 17 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 312 356 46 108 420 32 70 68 148 65 48 68 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 312 356 46 108 420 32 70 68 148 65 48 68 Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2492
Intersection V/C 0.357
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.12 0.12 0.06 0.09 0.09 0.04 0.04 0.09 0.04 0.03 0.03 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2493
Volume to Capacity (v/c): 0.229
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Entertainment / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Intersection Setup
Bicycle Volume [bicycles/h] 0 3 3 0
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 71 370 1 11 325 45 34 4 65 1 0 3 Total 15-Minute Volume [veh/h] 18 93 0 3 81 11 9 1 16 0 0 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 71 370 1 11 325 45 34 4 65 1 0 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 71 370 1 11 325 45 34 4 65 1 0 3 Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2494
Intersection V/C 0.229
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.11 0.11 0.01 0.10 0.03 0.02 0.04 0.04 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2495
Volume to Capacity (v/c): 0.573
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Bake Pkwy / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 3 1 0
Pedestrian Volume [ped/h] 2 1 0 0
Total Analysis Volume [veh/h] 59 162 56 31 126 339 309 452 84 50 592 80 Total 15-Minute Volume [veh/h] 15 41 14 8 32 85 77 113 21 13 148 20 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 59 162 56 31 126 339 309 452 84 50 592 80 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 59 162 56 31 126 339 309 452 84 50 592 80 Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2496
Intersection V/C 0.573
Intersection LOS A
V/C, Movement V/C Ratio 0.03 0.06 0.06 0.02 0.07 0.20 0.09 0.16 0.16 0.01 0.20 0.20 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2497
Volume to Capacity (v/c): 0.446
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Bake Pkwy / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.02 -0.04
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 235.00 100.00 100.00 255.00 100.00 100.00 195.00 100.00 100.00 290.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 1 1 0 0
Lane Width [ft] 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 10.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 19 6 0 8
Pedestrian Volume [ped/h] 0 1 5 4
Total Analysis Volume [veh/h] 307 574 31 148 573 124 104 112 149 99 246 122 Total 15-Minute Volume [veh/h] 77 144 8 37 143 31 26 28 37 25 62 31 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 307 574 31 148 573 124 104 112 149 99 246 122 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 6.00 0.00 1.00 2.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 307 574 31 148 573 124 104 112 149 99 246 122 Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2498
Intersection V/C 0.446
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.18 0.18 0.04 0.14 0.14 0.06 0.05 0.05 0.06 0.11 0.11 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2499
Volume to Capacity (v/c): 0.294
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Lake Forest Dr / Towne Centre Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.03 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 245.00 100.00 100.00 100.00 100.00 100.00 300.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 4 0 0 1
Pedestrian Volume [ped/h] 0 3 2 0
Total Analysis Volume [veh/h] 21 37 4 3 69 121 187 244 29 1 326 33 Total 15-Minute Volume [veh/h] 5 9 1 1 17 30 47 61 7 0 82 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 21 37 4 3 69 121 187 244 29 1 326 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 5.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 21 37 4 3 69 121 187 244 29 1 326 33 Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2500
Intersection V/C 0.294
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.01 0.01 0.00 0.04 0.07 0.06 0.08 0.08 0.00 0.11 0.11 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2501
Volume to Capacity (v/c): 0.378
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Lake Forest Dr / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.02 -0.04
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 315.00 100.00 100.00 200.00 100.00 100.00 200.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 6 1 0 4
Pedestrian Volume [ped/h] 0 0 1 1
Total Analysis Volume [veh/h] 143 801 140 6 793 80 54 92 99 100 95 12 Total 15-Minute Volume [veh/h] 36 200 35 2 198 20 14 23 25 25 24 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 143 801 140 6 793 80 54 92 99 100 95 12 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 5.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 143 801 140 6 793 80 54 92 99 100 95 12 Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2502
Intersection V/C 0.378
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.18 0.18 0.00 0.17 0.17 0.03 0.06 0.06 0.06 0.03 0.03 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2503
Volume to Capacity (v/c): 0.329
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Towne Centre Dr / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -0.03
Speed [mph] 45.00 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 240.00 100.00 100.00 270.00 100.00 100.00 155.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Intersection Setup
Bicycle Volume [bicycles/h] 12 3 0 3
Pedestrian Volume [ped/h] 0 0 1 1
Total Analysis Volume [veh/h] 69 1057 16 8 960 14 14 5 101 23 11 11 Total 15-Minute Volume [veh/h] 17 264 4 2 240 4 4 1 25 6 3 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 69 1057 16 8 960 14 14 5 101 23 11 11 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 12.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 25.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 69 1057 16 8 960 14 14 5 101 23 11 11 Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2504
Intersection V/C 0.329
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.21 0.21 0.00 0.19 0.19 0.01 0.00 0.06 0.01 0.01 0.01 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2505
Volume to Capacity (v/c): 0.396
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Glenn Ranch Rd/ Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -0.02
Speed [mph] 50.00 45.00 25.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 180.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 210.00 100.00 100.00 505.00 100.00 170.00 180.00 100.00 100.00 225.00 100.00 250.00 No. of Lanes in Entry Pocket 2 0 0 2 0 1 1 0 0 2 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Intersection Setup
Bicycle Volume [bicycles/h] 4 2 0 2
Pedestrian Volume [ped/h] 3 0 1 0
Total Analysis Volume [veh/h] 58 601 237 490 538 52 65 21 43 150 31 478 Total 15-Minute Volume [veh/h] 15 150 59 123 135 13 16 5 11 38 8 120 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 58 601 237 490 538 52 65 21 43 150 31 478 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 58 601 237 490 538 52 65 21 43 150 31 478 Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2506
Intersection V/C 0.396
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.12 0.14 0.14 0.11 0.03 0.04 0.02 0.02 0.04 0.01 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2507
Volume to Capacity (v/c): 0.281
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 13: Commercentre Dr/Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 100.00 300.00 100.00 No. of Lanes in Entry Pocket 1 0 0 0 1 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Commercentre Dr Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 15 7
Pedestrian Volume [ped/h] 2 0 3
Total Analysis Volume [veh/h] 192 53 658 159 24 655
Total 15-Minute Volume [veh/h] 48 13 165 40 6 164
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 192 53 658 159 24 655
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 4.00 1.00 2.00 14.00 1.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 192 53 658 159 24 655
Name Commercentre Dr Alton Pkwy Alton Pkwy
Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2508
Intersection V/C 0.281
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.03 0.16 0.16 0.01 0.13
Movement, Approach, & Intersection Results
Lead / Lag Lead - - - Lead -
Auxiliary Signal Groups
Signal Group 4 0 2 0 1 6
Control Type Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2509
Volume to Capacity (v/c): 0.277
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 14: Rancho Pkwy S/Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 250.00 100.00 210.00 250.00 100.00 250.00 250.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 4 11 3
Pedestrian Volume [ped/h] 1 3 1 4
Total Analysis Volume [veh/h] 79 16 37 11 15 79 70 599 59 21 472 17 Total 15-Minute Volume [veh/h] 20 4 9 3 4 20 18 150 15 5 118 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 79 16 37 11 15 79 70 599 59 21 472 17 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 0.00 14.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 79 16 37 11 15 79 70 599 59 21 472 17 Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2510
Intersection V/C 0.277
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.02 0.02 0.01 0.00 0.05 0.04 0.12 0.03 0.01 0.09 0.01 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2511
Volume to Capacity (v/c): 0.310
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 15: CA-241 / Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 410.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy CA-241 CA-241
Intersection Setup
Bicycle Volume [bicycles/h] 3 8 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 156 800 0 111 699 0 82 0 177 75 0 92 Total 15-Minute Volume [veh/h] 39 200 0 28 175 0 21 0 44 19 0 23 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 156 800 0 111 699 0 82 0 177 75 0 92 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 156 800 0 111 699 0 82 0 177 75 0 92 Name Portola Pkwy Portola Pkwy CA-241 CA-241
Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2512
Intersection V/C 0.310
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.16 0.00 0.03 0.14 0.00 0.05 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2513
Volume to Capacity (v/c): 0.346
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 16: Rancho Pkwy/Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 100.00 125.00 100.00 225.00 100.00 100.00 200.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Intersection Setup
Bicycle Volume [bicycles/h] 4 7 4 2
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 369 768 5 14 784 73 91 14 513 5 13 17 Total 15-Minute Volume [veh/h] 92 192 1 4 196 18 23 4 128 1 3 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 369 768 5 14 784 73 91 14 513 5 13 17 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 20.00 0.00 1.00 6.00 2.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 369 768 5 14 784 73 91 14 513 5 13 17 Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2514
Intersection V/C 0.346
Intersection LOS A
V/C, Movement V/C Ratio 0.11 0.15 0.00 0.00 0.15 0.04 0.03 0.03 0.00 0.00 0.01 0.01 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 3 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2515
Volume to Capacity (v/c): 0.450
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 17: El Toro Rd/Portola Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 30.00 55.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 700.00 200.00 100.00 200.00 400.00 100.00 325.00 150.00 100.00 200.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 2 0 1 1 0 2
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Intersection Setup
Bicycle Volume [bicycles/h] 5 5 1 1
Pedestrian Volume [ped/h] 1 4 2 2
Total Analysis Volume [veh/h] 346 789 41 171 938 259 212 303 394 9 264 152 Total 15-Minute Volume [veh/h] 87 197 10 43 235 65 53 76 99 2 66 38 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 346 789 41 171 938 259 212 303 394 9 264 152 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 346 789 41 171 938 259 212 303 394 9 264 152 Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Volumes
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2516
Intersection V/C 0.450
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.15 0.02 0.05 0.18 0.10 0.06 0.06 0.00 0.00 0.05 0.04 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lag - -
Auxiliary Signal Groups 4,5
Signal Group 3 8 0 7 4 5 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
7/3/2025
Version 2024 (SP 0-1) 31380 - Foothill Ranch Costco Scenario 5: 5 28 SAT no project Generated with
Item: 11
2517
Appendix J – Opening Year (2028) without
Project HCM and Queue Worksheets
Item: 11
2518
Volume to Capacity (v/c): 0.315
Level Of Service: B
Delay (sec / veh): 18.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes No No
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2519
Bicycle Volume [bicycles/h] 1 0 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 1 0
v_do, Outbound Pedestrian Volume crossing 1 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 63 0 53 283 0 128 191 854 0 58 522 0 Total 15-Minute Volume [veh/h] 16 0 13 71 0 32 48 213 0 15 130 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 1.0000 0.9300 0.9300 1.0000 0.9300 0.9300 0.9300 1.0000 0.9300 0.9300 1.0000 Total Hourly Volume [veh/h] 59 0 49 263 0 119 178 794 0 54 485 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 2.00 4.00 3.00 0.00 2.00 5.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 59 0 49 263 0 119 178 794 0 54 485 0 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2520
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
Vehicle Extension [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 7 0 0 7 0 0 7 15 0 7 15 0
Lead / Lag Lag - - Lag - - Lead - - Lead - -
Split [s] 33 0 0 33 0 0 36 46 0 31 41 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 4.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 10 0 0 10 0 0 0 15 0 0 15 0
Walk [s] 0 0 0 0 0 0 0 6 0 0 6 0
All red [s] 5.0 0.0 0.0 5.0 0.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 Amber [s] 4.0 0.0 0.0 4.0 0.0 0.0 4.0 4.3 0.0 4.0 5.2 0.0 Maximum Green [s] 30 0 0 30 0 0 35 45 0 30 45 0
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2521
95th-Percentile Queue Length [ft/ln] 32.03 155.33 213.68 118.60 66.61 81.14 95th-Percentile Queue Length [veh/ln] 1.28 6.21 8.55 4.74 2.66 3.25 50th-Percentile Queue Length [ft/ln] 17.80 86.30 122.81 65.89 37.01 45.08 50th-Percentile Queue Length [veh/ln] 0.71 3.45 4.91 2.64 1.48 1.80 Critical Lane Group No Yes Yes No No Yes
Lane Group LOS D D D A D B
d, Delay for Lane Group [s/veh] 41.93 45.80 46.40 9.32 47.36 11.11 X, volume / capacity 0.13 0.59 0.68 0.26 0.34 0.17
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.13 1.16 2.83 0.20 1.14 0.13 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.11 0.50
d1, Uniform Delay [s] 41.81 44.64 43.58 9.12 46.22 10.98 c, Capacity [veh/h] 472 480 282 3251 172 2984
s, saturation flow rate [veh/h] 3459 3514 1767 5176 1738 5176 (v / s)_i Volume / Saturation Flow Rate 0.02 0.08 0.11 0.17 0.03 0.10 g / C, Green / Cycle 0.14 0.14 0.16 0.63 0.10 0.58
g_i, Effective Green Time [s] 15 15 18 69 11 64
l2, Clearance Lost Time [s] 3.00 3.00 3.00 4.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 6.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane Group L L L C L C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2522
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 41.93 0.00 0.00 45.80 0.00 0.00 46.40 9.32 0.00 47.36 11.11 0.00 Movement LOS D D D A D B
d_A, Approach Delay [s/veh] 23.59 32.24 16.10 14.74
Approach LOS C C B B
d_I, Intersection Delay [s/veh] 18.25
Intersection LOS B
Intersection V/C 0.315
Emissions
Vehicle Miles Traveled [mph] 9.67 48.12 20.63 92.25 16.70 150.33 Stops [stops/h] 46.57 225.83 160.69 258.64 48.42 176.95 Fuel consumption [US gal/h] 2.09 10.21 4.96 8.68 1.86 8.93 CO [g/h] 146.13 713.76 346.77 606.69 130.12 624.26
NOx [g/h] 28.43 138.87 67.47 118.04 25.32 121.46
VOC [g/h] 33.87 165.42 80.37 140.61 30.16 144.68
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 10.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 45.48 45.48 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.205 2.392 0.000 0.000 Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 436 436 667 560 d_b, Bicycle Delay [s] 33.66 33.64 24.46 28.54
I_b,int, Bicycle LOS Score for Intersection 1.560 1.560 2.134 1.879 Bicycle LOS A A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2523
Volume to Capacity (v/c): 0.287
Level Of Service: C
Delay (sec / veh): 22.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: Alton Pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2524
Bicycle Volume [bicycles/h] 0 2 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 3 2 1
v_co, Outbound Pedestrian Volume crossing 1 2 3 1
v_di, Inbound Pedestrian Volume crossing m 2 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 2 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 203 51 6 47 49 8 146 756 218 46 411 32 Total 15-Minute Volume [veh/h] 51 13 2 12 12 2 37 189 54 12 103 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total Hourly Volume [veh/h] 197 49 6 46 48 8 142 733 211 45 399 31 Right Turn on Red Volume [veh/h] 0 0 6 0 0 25 0 0 0 0 0 13 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 197 49 12 46 48 33 142 733 211 45 399 44 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2525
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 8 0 5 8 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 16 40 0 16 40 0 20 34 0 20 34 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 30 0 0 30 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 30 35 0 25 30 0 30 45 0 25 45 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 92.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2526
95th-Percentile Queue Length [ft/ln] 122.25 54.78 6.30 58.70 54.75 8.75 175.56 120.13 56.94 78.92 83.40 95th-Percentile Queue Length [veh/ln] 4.89 2.19 0.25 2.35 2.19 0.35 7.02 4.81 2.28 3.16 3.34 50th-Percentile Queue Length [ft/ln] 67.92 30.43 3.50 32.61 30.42 4.86 97.54 66.74 31.63 43.84 46.34 50th-Percentile Queue Length [veh/ln] 2.72 1.22 0.14 1.30 1.22 0.19 3.90 2.67 1.27 1.75 1.85 Critical Lane Group Yes No No No Yes No No Yes Yes No No Lane Group LOS D D D D D D D B D B B
d, Delay for Lane Group [s/veh] 49.22 40.85 39.66 53.12 44.97 43.62 50.24 11.31 53.06 13.77 13.97 X, volume / capacity 0.59 0.17 0.02 0.45 0.23 0.04 0.68 0.25 0.44 0.16 0.16 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.64 0.28 0.04 2.94 0.53 0.10 3.71 0.20 2.87 0.18 0.35 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 47.58 40.57 39.63 50.18 44.45 43.51 46.53 11.11 50.19 13.59 13.61 c, Capacity [veh/h] 342 292 247 105 216 178 215 3028 105 1881 952 s, saturation flow rate [veh/h] 3486 1900 1609 1810 1900 1569 1810 5176 1810 3589 1816 (v / s)_i Volume / Saturation Flow Rate 0.06 0.03 0.00 0.03 0.03 0.01 0.08 0.15 0.03 0.08 0.08 g / C, Green / Cycle 0.10 0.15 0.15 0.06 0.11 0.11 0.12 0.59 0.06 0.53 0.53 g_i, Effective Green Time [s] 11 17 17 6 12 12 13 65 6 58 58 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 Lane Group L C R L C R L C L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2527
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 49.22 40.85 39.66 53.12 44.97 43.62 50.24 11.31 0.00 53.06 13.83 13.97 Movement LOS D D D D D D D B D B B
d_A, Approach Delay [s/veh] 47.36 48.55 14.27 17.53
Approach LOS D D B B
d_I, Intersection Delay [s/veh] 22.11
Intersection LOS C
Intersection V/C 0.287
Emissions
Vehicle Miles Traveled [mph] 44.59 11.20 1.32 2.71 2.83 0.46 42.05 217.71 0.87 5.55 2.85 Stops [stops/h] 177.65 39.80 4.58 42.65 39.78 6.36 127.56 261.86 41.37 114.68 60.60 Fuel consumption [US gal/h] 5.07 1.15 0.13 1.13 1.04 0.17 4.86 13.05 1.16 2.77 1.45 CO [g/h] 354.29 80.40 9.30 79.07 72.69 11.60 339.62 912.18 81.15 193.32 101.60 NOx [g/h] 68.93 15.64 1.81 15.38 14.14 2.26 66.08 177.48 15.79 37.61 19.77 VOC [g/h] 82.11 18.63 2.16 18.33 16.85 2.69 78.71 211.41 18.81 44.80 23.55 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.60 44.60 44.60 44.60
I_p,int, Pedestrian LOS Score for Intersectio 2.539 2.312 3.050 2.928 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 590 590 463 463 d_b, Bicycle Delay [s] 27.35 27.38 32.52 32.51
I_b,int, Bicycle LOS Score for Intersection 1.999 1.772 2.056 1.836 Bicycle LOS A A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2528
Volume to Capacity (v/c): 0.303
Level Of Service: B
Delay (sec / veh): 13.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 4: Market Pl / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2529
Bicycle Volume [bicycles/h] 1 0 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 5 2 1 4
v_co, Outbound Pedestrian Volume crossing 4 1 2 5
v_di, Inbound Pedestrian Volume crossing m 1 2 2 2
v_do, Outbound Pedestrian Volume crossing 2 2 1 2
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 146 108 98 150 209 21 38 111 57 100 228 63 Total 15-Minute Volume [veh/h] 36 27 24 38 52 5 10 28 14 25 57 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 134 99 90 138 192 19 35 102 52 92 210 58 Right Turn on Red Volume [veh/h] 0 0 32 0 0 8 0 0 27 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 0.00 2.00 0.00 0.00 0.00 3.00 0.00 2.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 134 99 122 138 192 27 35 102 79 92 210 91 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2530
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No Yes No Yes No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 22 0 0 22 0 0 22 0 0 22 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 25 35 0 25 35 0 25 30 0 15 20 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2531
95th-Percentile Queue Length [ft/ln] 26.36 30.69 28.27 27.14 33.11 32.52 10.30 34.04 33.09 25.86 54.18 52.12 95th-Percentile Queue Length [veh/ln] 1.05 1.23 1.13 1.09 1.32 1.30 0.41 1.36 1.32 1.03 2.17 2.08 50th-Percentile Queue Length [ft/ln] 14.64 17.05 15.70 15.08 18.39 18.07 5.72 18.91 18.38 14.37 30.10 28.95 50th-Percentile Queue Length [veh/ln] 0.59 0.68 0.63 0.60 0.74 0.72 0.23 0.76 0.74 0.57 1.20 1.16 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS A B B A B B B B B B B B
d, Delay for Lane Group [s/veh] 7.35 12.53 12.66 7.37 12.57 12.59 10.82 17.88 18.17 11.18 17.19 17.37 X, volume / capacity 0.17 0.21 0.23 0.17 0.22 0.23 0.06 0.33 0.36 0.14 0.45 0.46 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.09 0.20 0.27 0.09 0.22 0.23 0.04 0.74 0.96 0.09 0.96 1.09 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 7.26 12.33 12.40 7.28 12.35 12.36 10.77 17.14 17.21 11.09 16.24 16.28 c, Capacity [veh/h] 869 517 430 877 519 502 608 259 228 695 331 306 s, saturation flow rate [veh/h] 1388 1900 1579 1406 1900 1839 1313 1900 1668 1485 1900 1756 (v / s)_i Volume / Saturation Flow Rate 0.11 0.06 0.06 0.11 0.06 0.06 0.03 0.05 0.05 0.07 0.08 0.08 g / C, Green / Cycle 0.48 0.27 0.27 0.48 0.27 0.27 0.33 0.14 0.14 0.33 0.17 0.17 g_i, Effective Green Time [s] 21 12 12 21 12 12 14 6 6 14 8 8 l2, Clearance Lost Time [s] 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 44 44 44 44 44 44 44 44 44 44 44 44 Lane Group L C C L C C L C C L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2532
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 7.35 12.53 12.66 7.37 12.58 12.59 10.82 17.95 18.17 11.18 17.26 17.37 Movement LOS A B B A B B B B B B B B
d_A, Approach Delay [s/veh] 10.42 10.52 16.69 15.72
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 12.98
Intersection LOS B
Intersection V/C 0.303
Emissions
Vehicle Miles Traveled [mph] 17.81 13.18 11.96 32.95 25.51 25.00 1.66 3.75 3.58 15.18 22.63 21.55 Stops [stops/h] 48.36 56.30 51.86 49.79 60.75 59.67 18.90 62.45 60.72 47.45 99.41 95.62 Fuel consumption [US gal/h] 1.26 1.20 1.10 1.86 1.73 1.69 0.23 0.72 0.70 1.16 2.13 2.04 CO [g/h] 88.14 83.95 76.77 129.68 120.68 118.37 16.13 50.38 48.76 81.31 149.03 142.76 NOx [g/h] 17.15 16.33 14.94 25.23 23.48 23.03 3.14 9.80 9.49 15.82 29.00 27.78 VOC [g/h] 20.43 19.46 17.79 30.05 27.97 27.43 3.74 11.68 11.30 18.84 34.54 33.09 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 12.19 12.19 12.19 12.19
I_p,int, Pedestrian LOS Score for Intersectio 2.506 2.424 2.465 2.558 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1605 1605 1376 917 d_b, Bicycle Delay [s] 0.85 0.85 2.12 6.39
I_b,int, Bicycle LOS Score for Intersection 1.876 1.880 1.752 1.909 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2533
Volume to Capacity (v/c): 0.347
Level Of Service: C
Delay (sec / veh): 30.4
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Market Pl / Portola pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2534
Bicycle Volume [bicycles/h] 2 4 6 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 2 0 0 2
v_co, Outbound Pedestrian Volume crossing 2 0 0 2
v_di, Inbound Pedestrian Volume crossing m 1 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 1 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 319 554 25 185 787 19 88 57 74 66 38 53 Total 15-Minute Volume [veh/h] 80 138 6 46 197 5 22 14 19 16 9 13 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 Total Hourly Volume [veh/h] 297 515 23 172 732 18 82 53 69 61 35 49 Right Turn on Red Volume [veh/h] 0 0 9 0 0 7 0 0 81 0 0 62 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 0.00 3.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 297 515 32 172 732 25 82 53 150 61 35 111 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2535
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 8 0 0 8 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 27 61 0 43 77 0 0 36 0 0 36 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 18 0 0 18 0 0 30 0 0 30 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.5 0.0 1.0 1.5 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 35 50 0 25 50 0 0 30 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 140
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2536
95th-Percentile Queue Length [ft/ln] 237.85 165.38 163.06 275.54 140.37 149.04 140.63 81.13 107.89 104.21 54.31 77.14 95th-Percentile Queue Length [veh/ln] 9.51 6.62 6.52 11.02 5.61 5.96 5.63 3.25 4.32 4.17 2.17 3.09 50th-Percentile Queue Length [ft/ln] 140.61 91.88 90.59 168.95 77.98 82.80 78.13 45.07 59.94 57.90 30.17 42.86 50th-Percentile Queue Length [veh/ln] 5.62 3.68 3.62 6.76 3.12 3.31 3.13 1.80 2.40 2.32 1.21 1.71 Critical Lane Group No No Yes Yes No No Yes No No No No No Lane Group LOS E B B E A B E D D E D D
d, Delay for Lane Group [s/veh] 64.10 10.80 10.81 67.40 9.89 10.10 63.45 53.37 54.79 61.20 52.72 53.73 X, volume / capacity 0.80 0.24 0.24 0.83 0.22 0.22 0.49 0.21 0.33 0.37 0.14 0.24 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.70 0.46 0.47 7.60 0.22 0.42 2.12 0.38 0.88 1.29 0.24 0.53 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 60.39 10.34 10.34 59.81 9.67 9.68 61.33 52.99 53.91 59.91 52.47 53.19 c, Capacity [veh/h] 400 1219 1199 224 2375 1231 178 272 221 178 265 225 s, saturation flow rate [veh/h] 3486 1885 1854 1795 3618 1875 1322 1900 1546 1273 1855 1570 (v / s)_i Volume / Saturation Flow Rate 0.09 0.15 0.15 0.10 0.15 0.15 0.07 0.03 0.05 0.05 0.02 0.03 g / C, Green / Cycle 0.11 0.65 0.65 0.12 0.66 0.66 0.14 0.14 0.14 0.14 0.14 0.14 g_i, Effective Green Time [s] 16 90 90 17 92 92 20 20 20 20 20 20 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 140 140 140 140 140 140 140 140 140 140 140 140 Lane Group L C C L C C L C R L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2537
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 64.10 10.81 10.81 67.40 9.96 10.10 63.45 53.37 54.79 61.20 52.72 53.73 Movement LOS E B B E A B E D D E D D
d_A, Approach Delay [s/veh] 29.74 20.68 57.90 56.63
Approach LOS C C E E
d_I, Intersection Delay [s/veh] 30.36
Intersection LOS C
Intersection V/C 0.347
Emissions
Vehicle Miles Traveled [mph] 75.96 69.46 68.41 39.25 112.55 58.47 13.36 8.65 11.24 2.03 1.17 1.63 Stops [stops/h] 289.28 94.51 93.18 173.79 160.43 85.17 80.37 46.36 61.65 59.55 31.04 44.08 Fuel consumption [US gal/h] 10.36 4.20 4.14 6.04 6.92 3.63 2.25 1.30 1.72 1.14 0.58 0.82 CO [g/h] 724.22 293.37 289.09 422.45 483.72 253.70 157.26 90.70 120.01 79.79 40.48 57.43 NOx [g/h] 140.91 57.08 56.25 82.19 94.11 49.36 30.60 17.65 23.35 15.52 7.88 11.17 VOC [g/h] 167.84 67.99 67.00 97.91 112.11 58.80 36.45 21.02 27.81 18.49 9.38 13.31 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 59.43 59.43 59.43 59.43
I_p,int, Pedestrian LOS Score for Intersectio 3.122 3.117 2.592 2.490 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 779 1007 443 443 d_b, Bicycle Delay [s] 26.13 17.28 42.56 42.43
I_b,int, Bicycle LOS Score for Intersection 2.308 2.109 2.055 1.740 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2538
Volume to Capacity (v/c): 0.217
Level Of Service: A
Delay (sec / veh): 6.8
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 6: Entertainment / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 150.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 25.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2539
Bicycle Volume [bicycles/h] 1 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 52 361 3 8 360 31 30 3 29 2 1 0 Total 15-Minute Volume [veh/h] 13 90 1 2 90 8 8 1 7 1 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 Total Hourly Volume [veh/h] 46 321 3 7 320 28 27 3 26 2 1 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 10 0 0 25 0 0 1 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 50.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 46 321 3 7 320 38 27 3 51 2 1 1 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2540
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 9 14 0 9 14 0 0 14 0 0 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 25 45 0 25 45 0 0 12 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2541
95th-Percentile Queue Length [ft/ln] 12.11 14.51 14.49 2.15 17.44 2.88 7.41 7.75 0.53 0.23 95th-Percentile Queue Length [veh/ln] 0.48 0.58 0.58 0.09 0.70 0.12 0.30 0.31 0.02 0.01 50th-Percentile Queue Length [ft/ln] 6.73 8.06 8.05 1.19 9.69 1.60 4.12 4.31 0.29 0.13 50th-Percentile Queue Length [veh/ln] 0.27 0.32 0.32 0.05 0.39 0.06 0.16 0.17 0.01 0.01 Critical Lane Group Yes No No No Yes No Yes No No No
Lane Group LOS B A A B A A B B B B
d, Delay for Lane Group [s/veh] 13.19 5.31 5.31 13.77 6.25 5.68 13.59 12.35 13.73 11.65 X, volume / capacity 0.30 0.22 0.22 0.09 0.26 0.05 0.09 0.18 0.01 0.00 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.95 0.14 0.14 0.47 0.10 0.03 0.13 0.49 0.01 0.01 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 12.24 5.17 5.17 13.30 6.15 5.65 13.46 11.86 13.72 11.64 c, Capacity [veh/h] 174 818 816 86 1389 620 318 176 273 204 s, saturation flow rate [veh/h] 1781 1885 1879 1810 3618 1615 1439 1638 846 1900 (v / s)_i Volume / Saturation Flow Rate 0.03 0.10 0.10 0.00 0.10 0.02 0.02 0.02 0.00 0.00 g / C, Green / Cycle 0.10 0.43 0.43 0.05 0.38 0.38 0.11 0.11 0.11 0.11 g_i, Effective Green Time [s] 3 13 13 1 11 11 3 3 3 3
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 29 29 29 29 29 29 29 29 29 29
Lane Group L C C L C R L C L C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2542
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 13.19 5.31 5.31 13.77 6.25 5.68 13.59 12.35 12.35 13.73 11.65 11.65 Movement LOS B A A B A A B B B B B B
d_A, Approach Delay [s/veh] 6.29 6.35 12.95 13.03
Approach LOS A A B B
d_I, Intersection Delay [s/veh] 6.81
Intersection LOS A
Intersection V/C 0.217
Emissions
Vehicle Miles Traveled [mph] 11.81 41.36 41.28 0.98 43.92 3.78 1.31 1.39 0.05 0.02 Stops [stops/h] 33.43 40.05 39.99 5.94 96.28 7.95 20.47 21.41 1.45 0.63 Fuel consumption [US gal/h] 0.84 2.07 2.07 0.10 2.86 0.24 0.22 0.23 0.01 0.01 CO [g/h] 58.79 145.02 144.75 7.29 199.63 16.76 15.39 15.75 0.93 0.41 NOx [g/h] 11.44 28.21 28.16 1.42 38.84 3.26 3.00 3.06 0.18 0.08 VOC [g/h] 13.63 33.61 33.55 1.69 46.27 3.88 3.57 3.65 0.22 0.09 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 5.58 5.58 5.58 5.58
I_p,int, Pedestrian LOS Score for Intersectio 2.418 2.588 1.951 1.873 Crosswalk LOS B B A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 3105 3105 828 2070 d_b, Bicycle Delay [s] 4.43 4.43 4.97 0.02
I_b,int, Bicycle LOS Score for Intersection 1.903 1.897 1.703 1.566 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2543
Volume to Capacity (v/c): 0.477
Level Of Service: C
Delay (sec / veh): 33.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 7: Bake pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2544
Bicycle Volume [bicycles/h] 0 2 2 2
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 1
v_di, Inbound Pedestrian Volume crossing m 0 1 0 2
v_do, Outbound Pedestrian Volume crossing 0 2 0 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 114 167 57 57 169 177 262 725 105 51 575 80 Total 15-Minute Volume [veh/h] 29 42 14 14 42 44 65 181 26 13 144 20 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total Hourly Volume [veh/h] 111 162 55 55 164 172 254 703 102 49 558 78 Right Turn on Red Volume [veh/h] 0 0 1 0 0 135 0 0 12 0 0 14 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 0.00 0.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 111 162 56 55 164 307 254 703 114 49 558 92 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2545
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 20 39 0 20 39 0 29 51 0 20 42 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 26 0 0 26 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 2.5 0.0 2.5 2.5 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 25 40 0 25 40 0 40 50 0 25 50 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 130
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2546
95th-Percentile Queue Length [ft/ln] 171.32 147.79 140.97 87.09 226.94 245.25 186.98 272.25 263.58 36.68 245.31 238.37 95th-Percentile Queue Length [veh/ln] 6.85 5.91 5.64 3.48 9.08 9.81 7.48 10.89 10.54 1.47 9.81 9.53 50th-Percentile Queue Length [ft/ln] 95.18 82.11 78.32 48.38 132.54 146.13 103.88 166.46 159.89 20.38 146.17 141.00 50th-Percentile Queue Length [veh/ln] 3.81 3.28 3.13 1.94 5.30 5.85 4.16 6.66 6.40 0.82 5.85 5.64 Critical Lane Group Yes No No No No Yes Yes No No No No Yes Lane Group LOS E D D E D E E B B E B B
d, Delay for Lane Group [s/veh] 61.18 46.78 46.98 63.32 53.98 58.30 57.55 15.83 15.91 60.16 19.18 19.27 X, volume / capacity 0.66 0.33 0.35 0.53 0.61 0.76 0.68 0.39 0.39 0.28 0.34 0.35 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.36 0.56 0.65 3.99 2.11 5.17 2.11 1.07 1.13 0.82 0.96 1.02 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 56.82 46.22 46.33 59.32 51.87 53.13 55.44 14.76 14.78 59.33 18.22 18.24 c, Capacity [veh/h] 172 345 316 108 279 232 386 1082 1031 182 973 928 s, saturation flow rate [veh/h] 1795 1885 1724 1781 1885 1566 3414 1861 1773 3514 1870 1784 (v / s)_i Volume / Saturation Flow Rate 0.06 0.06 0.06 0.03 0.09 0.11 0.08 0.23 0.23 0.01 0.18 0.18 g / C, Green / Cycle 0.10 0.18 0.18 0.06 0.15 0.15 0.11 0.58 0.58 0.05 0.52 0.52 g_i, Effective Green Time [s] 12 24 24 8 19 19 15 76 76 7 68 68 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 130 130 130 130 130 130 130 130 130 130 130 130 Lane Group L C C L C R L C C L C C
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2547
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.18 46.84 46.98 63.32 53.98 58.30 57.55 15.86 15.91 60.16 19.21 19.27 Movement LOS E D D E D E E B B E B B
d_A, Approach Delay [s/veh] 51.70 57.20 25.87 22.18
Approach LOS D E C C
d_I, Intersection Delay [s/veh] 33.25
Intersection LOS C
Intersection V/C 0.477
Emissions
Vehicle Miles Traveled [mph] 32.05 32.30 30.68 12.94 38.37 40.19 22.48 36.39 34.82 12.66 82.94 79.70 Stops [stops/h] 105.39 90.91 86.72 53.57 146.76 161.80 230.04 184.31 177.04 45.12 161.85 156.12 Fuel consumption [US gal/h] 3.43 3.01 2.86 1.63 4.42 4.85 6.70 4.91 4.71 1.62 6.16 5.93 CO [g/h] 239.98 210.29 200.23 113.97 309.14 338.91 468.23 342.87 329.15 113.19 430.52 414.61 NOx [g/h] 46.69 40.91 38.96 22.18 60.15 65.94 91.10 66.71 64.04 22.02 83.76 80.67 VOC [g/h] 55.62 48.74 46.40 26.41 71.65 78.54 108.52 79.46 76.28 26.23 99.78 96.09 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 54.49 54.49 54.49 54.49
I_p,int, Pedestrian LOS Score for Intersectio 2.473 2.751 3.001 2.871 Crosswalk LOS B C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 500 500 654 515 d_b, Bicycle Delay [s] 36.59 36.62 29.50 35.88
I_b,int, Bicycle LOS Score for Intersection 1.839 2.447 2.470 2.154 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 6 5 8 7 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2548
Volume to Capacity (v/c): 0.424
Level Of Service: B
Delay (sec / veh): 19.6
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 15: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk No No Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 210.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 600.00 100.00 100.00 500.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2549
Bicycle Volume [bicycles/h] 2 1 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 222 1007 0 251 1126 0 160 0 267 96 0 155 Total 15-Minute Volume [veh/h] 56 252 0 63 281 0 40 0 67 24 0 39 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8900 0.8900 1.0000 0.8900 0.8900 1.0000 0.8900 1.0000 0.8900 0.8900 1.0000 0.8900 Total Hourly Volume [veh/h] 198 896 0 223 1002 0 142 0 238 85 0 138 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 4.00 2.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 198 896 0 223 1002 0 142 0 238 85 0 138 Name
Volumes
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2550
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 Minimum Green [s] 10 10 0 10 10 0 15 0 0 8 0 0
Lead / Lag Lead - - Lead - - Lag - - Lag - -
Split [s] 88 50 0 68 40 0 33 0 0 38 0 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 3.0 4.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 15 0 0 15 0 10 0 0 10 0 0
Walk [s] 0 6 0 0 6 0 0 0 0 0 0 0
All red [s] 5.0 5.0 0.0 5.0 5.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 Amber [s] 3.6 5.0 0.0 3.6 5.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 Maximum Green [s] 80 40 0 60 30 0 25 0 0 30 0 0
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2551
95th-Percentile Queue Length [ft/ln] 63.46 169.35 74.26 202.09 82.07 22.62 95th-Percentile Queue Length [veh/ln] 2.54 6.77 2.97 8.08 3.28 0.90 50th-Percentile Queue Length [ft/ln] 35.26 94.08 41.26 114.39 45.59 12.56 50th-Percentile Queue Length [veh/ln] 1.41 3.76 1.65 4.58 1.82 0.50 Critical Lane Group Yes No No Yes Yes No
Lane Group LOS C B C C C C
d, Delay for Lane Group [s/veh] 23.90 18.72 25.06 20.94 21.87 20.11 X, volume / capacity 0.31 0.57 0.37 0.67 0.35 0.11
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.24 0.29 0.35 0.47 0.45 0.05 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 23.67 18.43 24.71 20.48 21.41 20.05 c, Capacity [veh/h] 725 1769 672 1683 459 898
s, saturation flow rate [veh/h] 3514 5012 3486 5176 1795 3514 (v / s)_i Volume / Saturation Flow Rate 0.06 0.20 0.07 0.22 0.09 0.03 g / C, Green / Cycle 0.21 0.35 0.19 0.32 0.26 0.26
g_i, Effective Green Time [s] 14 25 14 23 18 18
l2, Clearance Lost Time [s] 2.00 2.00 3.00 4.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 5.00 6.00 5.00 5.00 C, Cycle Length [s] 70 70 70 70 70 70
Lane Group L C L C L L
Lane Group Calculations
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2552
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 23.90 18.72 0.00 25.06 20.94 0.00 21.87 0.00 0.00 20.11 0.00 0.00 Movement LOS C B C C C C
d_A, Approach Delay [s/veh] 19.66 21.69 8.79 8.25
Approach LOS B C A A
d_I, Intersection Delay [s/veh] 19.65
Intersection LOS B
Intersection V/C 0.424
Emissions
Vehicle Miles Traveled [mph] 30.26 137.24 24.98 112.08 24.45 10.80 Stops [stops/h] 144.50 578.41 169.10 703.26 93.43 51.50 Fuel consumption [US gal/h] 4.31 17.31 4.71 19.35 4.01 2.11 CO [g/h] 301.36 1210.09 329.40 1352.40 280.12 147.75
NOx [g/h] 58.63 235.44 64.09 263.13 54.50 28.75
VOC [g/h] 69.84 280.45 76.34 313.43 64.92 34.24
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 10.0 10.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 25.85 25.85
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.321 2.434 Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1138 854 694 837 d_b, Bicycle Delay [s] 6.53 11.54 14.97 11.88
I_b,int, Bicycle LOS Score for Intersection 2.236 2.317 1.560 1.560 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
11/13/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_PM Generated with
Item: 11
2553
Volume to Capacity (v/c): 0.217
Level Of Service: B
Delay (sec / veh): 13.8
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes No No
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2554
Bicycle Volume [bicycles/h] 0 0 5 10
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 2 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 2 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 43 0 73 180 0 110 72 598 0 58 522 0 Total 15-Minute Volume [veh/h] 11 0 18 45 0 28 18 149 0 14 131 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9000 1.0000 0.9000 0.9000 1.0000 0.9000 0.9000 0.9000 1.0000 0.9000 0.9000 1.0000 Total Hourly Volume [veh/h] 39 0 66 162 0 99 65 538 0 52 470 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 8.00 2.00 2.00 0.00 2.00 2.00 3.00 0.00 2.00 0.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 39 0 66 162 0 99 65 538 0 52 470 0 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2555
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
Vehicle Extension [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 7 0 0 7 0 0 7 15 0 7 15 0
Lead / Lag Lag - - Lag - - Lead - - Lead - -
Split [s] 24 0 0 24 0 0 24 35 0 22 33 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 4.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 15 0 0 15 0
Walk [s] 0 0 0 0 0 0 0 6 0 0 6 0
All red [s] 5.0 0.0 0.0 5.0 0.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 Amber [s] 4.0 0.0 0.0 4.0 0.0 0.0 4.0 4.3 0.0 4.0 5.2 0.0 Maximum Green [s] 30 0 0 30 0 0 35 45 0 30 45 0
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2556
95th-Percentile Queue Length [ft/ln] 22.77 99.92 84.49 68.64 66.38 55.07 95th-Percentile Queue Length [veh/ln] 0.91 4.00 3.38 2.75 2.66 2.20 50th-Percentile Queue Length [ft/ln] 12.65 55.51 46.94 38.13 36.88 30.60 50th-Percentile Queue Length [veh/ln] 0.51 2.22 1.88 1.53 1.48 1.22 Critical Lane Group No Yes No Yes Yes No
Lane Group LOS D D D A D A
d, Delay for Lane Group [s/veh] 44.78 47.39 48.89 7.35 47.19 6.63 X, volume / capacity 0.12 0.48 0.43 0.18 0.32 0.15
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.16 0.98 1.78 0.11 1.03 0.09 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.11 0.50
d1, Uniform Delay [s] 44.62 46.41 47.11 7.24 46.16 6.54 c, Capacity [veh/h] 348 371 166 3410 179 3484
s, saturation flow rate [veh/h] 3292 3514 1767 5176 1810 5176 (v / s)_i Volume / Saturation Flow Rate 0.01 0.05 0.04 0.12 0.03 0.10 g / C, Green / Cycle 0.11 0.11 0.09 0.66 0.10 0.67
g_i, Effective Green Time [s] 12 12 10 73 11 74
l2, Clearance Lost Time [s] 3.00 3.00 3.00 4.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 6.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane Group L L L C L C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2557
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 44.78 0.00 0.00 47.39 0.00 0.00 48.89 7.35 0.00 47.19 6.63 0.00 Movement LOS D D D A D A
d_A, Approach Delay [s/veh] 17.66 30.58 11.82 10.69
Approach LOS B C B B
d_I, Intersection Delay [s/veh] 13.83
Intersection LOS B
Intersection V/C 0.217
Emissions
Vehicle Miles Traveled [mph] 6.60 30.61 7.78 64.60 16.70 150.33 Stops [stops/h] 33.10 145.27 61.42 149.68 48.25 120.10
Fuel consumption [US gal/h] 1.49 6.60 1.92 5.36 1.86 7.58 CO [g/h] 103.86 461.03 134.18 374.37 129.80 529.98
NOx [g/h] 20.21 89.70 26.11 72.84 25.25 103.11
VOC [g/h] 24.07 106.85 31.10 86.76 30.08 122.83
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 10.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 45.48 45.48 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.195 2.275 0.000 0.000 Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 273 273 467 414 d_b, Bicycle Delay [s] 41.05 41.05 32.41 34.76
I_b,int, Bicycle LOS Score for Intersection 1.560 1.560 1.928 1.879 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2558
Volume to Capacity (v/c): 0.297
Level Of Service: B
Delay (sec / veh): 16.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: Alton Pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2559
Bicycle Volume [bicycles/h] 4 2 4 6
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 1 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 1 0
v_di, Inbound Pedestrian Volume crossing m 2 2 2 2
v_do, Outbound Pedestrian Volume crossing 2 2 2 2
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 234 45 7 25 38 16 128 468 280 64 375 13 Total 15-Minute Volume [veh/h] 58 11 2 6 10 4 32 117 70 16 94 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 215 41 6 23 35 15 118 431 258 59 345 12 Right Turn on Red Volume [veh/h] 0 0 16 0 0 14 0 0 0 0 0 4 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 3.00 7.00 5.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 215 41 22 23 35 29 118 431 258 59 345 16 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2560
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 8 0 5 8 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 30 0 0 30 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 30 35 0 25 30 0 30 45 0 25 45 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2561
95th-Percentile Queue Length [ft/ln] 58.31 18.91 2.89 13.35 17.46 7.33 64.23 53.85 32.63 47.11 49.95 95th-Percentile Queue Length [veh/ln] 2.33 0.76 0.12 0.53 0.70 0.29 2.57 2.15 1.31 1.88 2.00 50th-Percentile Queue Length [ft/ln] 32.39 10.50 1.61 7.41 9.70 4.07 35.68 29.92 18.13 26.17 27.75 50th-Percentile Queue Length [veh/ln] 1.30 0.42 0.06 0.30 0.39 0.16 1.43 1.20 0.73 1.05 1.11 Critical Lane Group Yes No No No Yes No Yes No No No Yes Lane Group LOS C B B C C C C B C B B
d, Delay for Lane Group [s/veh] 22.09 17.18 16.75 24.90 20.79 20.49 23.94 14.79 24.42 16.18 16.34 X, volume / capacity 0.44 0.11 0.02 0.18 0.14 0.07 0.52 0.29 0.34 0.26 0.27 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.57 0.11 0.02 0.65 0.22 0.13 1.71 0.10 1.10 0.14 0.28 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 21.53 17.07 16.73 24.25 20.57 20.36 22.23 14.69 23.32 16.04 16.06 c, Capacity [veh/h] 534 423 362 135 280 226 246 1596 186 968 498 s, saturation flow rate [veh/h] 3514 1855 1589 1810 1855 1500 1738 5176 1810 3589 1845 (v / s)_i Volume / Saturation Flow Rate 0.07 0.02 0.00 0.01 0.02 0.01 0.07 0.09 0.04 0.07 0.07 g / C, Green / Cycle 0.15 0.23 0.23 0.07 0.15 0.15 0.14 0.31 0.10 0.27 0.27 g_i, Effective Green Time [s] 8 13 13 4 8 8 8 17 6 15 15 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 56 56 56 56 56 56 56 56 56 56 56
Lane Group L C R L C R L C L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2562
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 22.09 17.18 16.75 24.90 20.79 20.49 23.94 14.79 0.00 24.42 16.23 16.34 Movement LOS C B B C C C C B C B B
d_A, Approach Delay [s/veh] 21.19 22.03 11.69 17.40
Approach LOS C C B B
d_I, Intersection Delay [s/veh] 16.02
Intersection LOS B
Intersection V/C 0.297
Emissions
Vehicle Miles Traveled [mph] 51.39 9.88 1.54 1.44 2.19 0.92 36.86 134.78 1.21 4.84 2.52 Stops [stops/h] 167.74 27.19 4.16 19.20 25.11 10.54 92.39 232.38 46.94 135.51 71.84 Fuel consumption [US gal/h] 4.27 0.74 0.11 0.41 0.55 0.23 3.28 9.49 1.08 3.08 1.63 CO [g/h] 298.66 51.62 7.95 28.99 38.31 16.04 229.01 663.29 75.44 215.48 113.85 NOx [g/h] 58.11 10.04 1.55 5.64 7.45 3.12 44.56 129.05 14.68 41.92 22.15 VOC [g/h] 69.22 11.96 1.84 6.72 8.88 3.72 53.07 153.72 17.48 49.94 26.39 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 17.90 17.90 17.90 17.90
I_p,int, Pedestrian LOS Score for Intersectio 2.525 2.227 2.949 2.798 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1259 1079 1618 1618 d_b, Bicycle Delay [s] 3.83 5.91 1.02 1.02
I_b,int, Bicycle LOS Score for Intersection 2.058 1.713 1.887 1.810 Bicycle LOS B A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2563
Volume to Capacity (v/c): 0.367
Level Of Service: B
Delay (sec / veh): 13.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 4: Market Pl / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2564
Bicycle Volume [bicycles/h] 1 1 0 1
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 1 1 0
v_co, Outbound Pedestrian Volume crossing 0 1 1 1
v_di, Inbound Pedestrian Volume crossing m 1 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 1 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 200 96 89 164 197 34 67 154 78 94 260 68 Total 15-Minute Volume [veh/h] 50 24 22 41 49 8 17 38 19 23 65 17 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 190 91 85 156 187 32 64 146 74 89 247 65 Right Turn on Red Volume [veh/h] 0 0 41 0 0 28 0 0 29 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 1.00 3.00 2.00 0.00 0.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 190 91 126 156 187 60 64 146 103 89 247 98 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2565
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No Yes No Yes No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 22 0 0 22 0 0 22 0 0 22 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 25 35 0 25 35 0 25 30 0 15 20 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2566
95th-Percentile Queue Length [ft/ln] 41.04 28.92 27.20 32.85 37.26 36.19 18.77 48.40 46.17 24.67 65.24 62.81 95th-Percentile Queue Length [veh/ln] 1.64 1.16 1.09 1.31 1.49 1.45 0.75 1.94 1.85 0.99 2.61 2.51 50th-Percentile Queue Length [ft/ln] 22.80 16.07 15.11 18.25 20.70 20.10 10.43 26.89 25.65 13.71 36.25 34.89 50th-Percentile Queue Length [veh/ln] 0.91 0.64 0.60 0.73 0.83 0.80 0.42 1.08 1.03 0.55 1.45 1.40 Critical Lane Group Yes No No Yes No No Yes No No No No Yes Lane Group LOS A B B A B B B B B B B B
d, Delay for Lane Group [s/veh] 8.18 13.06 13.20 7.94 13.96 14.01 10.92 17.87 18.13 11.02 18.18 18.41 X, volume / capacity 0.24 0.19 0.21 0.19 0.25 0.26 0.11 0.39 0.41 0.14 0.51 0.52 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.14 0.18 0.25 0.11 0.28 0.30 0.08 0.81 1.01 0.09 1.20 1.38 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 8.03 12.87 12.95 7.84 13.68 13.71 10.84 17.06 17.13 10.93 16.98 17.03 c, Capacity [veh/h] 846 502 421 858 468 442 615 306 272 670 332 306 s, saturation flow rate [veh/h] 1403 1885 1580 1411 1885 1781 1325 1900 1686 1421 1900 1754 (v / s)_i Volume / Saturation Flow Rate 0.14 0.05 0.06 0.12 0.06 0.06 0.05 0.06 0.07 0.07 0.09 0.09 g / C, Green / Cycle 0.47 0.27 0.27 0.47 0.25 0.25 0.35 0.16 0.16 0.35 0.17 0.17 g_i, Effective Green Time [s] 21 12 12 21 11 11 16 7 7 16 8 8 l2, Clearance Lost Time [s] 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 45 45 45 45 45 45 45 45 45 45 45 45 Lane Group L C C L C C L C C L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2567
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 8.18 13.06 13.20 7.94 13.98 14.01 10.92 17.93 18.13 11.02 18.26 18.41 Movement LOS A B B A B B B B B B B B
d_A, Approach Delay [s/veh] 10.55 11.48 16.41 16.67
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 13.68
Intersection LOS B
Intersection V/C 0.367
Emissions
Vehicle Miles Traveled [mph] 24.40 11.71 10.86 36.02 25.79 24.94 2.92 5.22 4.90 14.27 25.52 24.28 Stops [stops/h] 72.62 51.18 48.13 58.13 65.94 64.04 33.22 85.65 81.71 43.66 115.46 111.15 Fuel consumption [US gal/h] 1.81 1.09 1.01 2.08 1.81 1.76 0.41 1.00 0.95 1.08 2.46 2.36 CO [g/h] 126.45 75.94 70.94 145.06 126.72 122.75 28.50 69.77 66.33 75.72 172.16 165.02 NOx [g/h] 24.60 14.78 13.80 28.22 24.65 23.88 5.55 13.57 12.91 14.73 33.50 32.11 VOC [g/h] 29.31 17.60 16.44 33.62 29.37 28.45 6.61 16.17 15.37 17.55 39.90 38.25 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 12.94 12.94 12.94 12.94
I_p,int, Pedestrian LOS Score for Intersectio 2.533 2.477 2.523 2.585 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1548 1548 1327 885 d_b, Bicycle Delay [s] 1.15 1.15 2.56 7.03
I_b,int, Bicycle LOS Score for Intersection 1.911 1.909 1.830 1.935 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2568
Volume to Capacity (v/c): 0.258
Level Of Service: C
Delay (sec / veh): 34.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Market Pl / Portola pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2569
Bicycle Volume [bicycles/h] 15 12 1 5
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 2 2 0
v_co, Outbound Pedestrian Volume crossing 0 2 2 0
v_di, Inbound Pedestrian Volume crossing m 2 17 2 18
v_do, Outbound Pedestrian Volume crossing 2 18 2 17
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 335 383 42 116 452 17 75 73 83 70 52 38 Total 15-Minute Volume [veh/h] 84 96 10 29 113 4 19 18 21 17 13 9 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 Total Hourly Volume [veh/h] 312 356 39 108 420 16 70 68 77 65 48 35 Right Turn on Red Volume [veh/h] 0 0 7 0 0 16 0 0 71 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 312 356 46 108 420 32 70 68 148 65 48 68 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2570
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 8 0 0 8 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 27 61 0 43 77 0 0 36 0 0 36 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 18 0 0 18 0 0 30 0 0 30 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.5 0.0 1.0 1.5 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 35 50 0 25 50 0 0 30 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 140
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2571
95th-Percentile Queue Length [ft/ln] 246.98 122.17 118.46 191.69 92.92 98.38 108.41 97.42 112.75 103.63 61.42 59.14 95th-Percentile Queue Length [veh/ln] 9.88 4.89 4.74 7.67 3.72 3.94 4.34 3.90 4.51 4.15 2.46 2.37 50th-Percentile Queue Length [ft/ln] 147.42 67.87 65.81 106.91 51.62 54.66 60.23 54.12 62.64 57.57 34.12 32.85 50th-Percentile Queue Length [veh/ln] 5.90 2.71 2.63 4.28 2.06 2.19 2.41 2.16 2.51 2.30 1.36 1.31 Critical Lane Group Yes No No No No Yes Yes No No No No No Lane Group LOS E B B E B B D D D D D D
d, Delay for Lane Group [s/veh] 63.71 10.91 10.93 69.78 12.35 12.49 53.53 47.42 48.30 54.49 46.63 46.90 X, volume / capacity 0.80 0.18 0.18 0.75 0.14 0.14 0.30 0.20 0.27 0.30 0.12 0.15 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.65 0.33 0.35 7.21 0.14 0.27 0.66 0.26 0.47 0.69 0.15 0.22 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 60.06 10.58 10.58 62.57 12.21 12.22 52.87 47.16 47.83 53.79 46.48 46.68 c, Capacity [veh/h] 417 1195 1150 154 2156 1109 251 370 306 236 370 301 s, saturation flow rate [veh/h] 3514 1885 1813 1810 3589 1846 1270 1900 1572 1245 1900 1546 (v / s)_i Volume / Saturation Flow Rate 0.10 0.11 0.12 0.06 0.09 0.09 0.06 0.04 0.05 0.06 0.02 0.03 g / C, Green / Cycle 0.12 0.63 0.63 0.08 0.60 0.60 0.20 0.20 0.20 0.20 0.20 0.20 g_i, Effective Green Time [s] 17 89 89 12 84 84 27 27 27 27 27 27 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 140 140 140 140 140 140 140 140 140 140 140 140 Lane Group L C C L C C L C R L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2572
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 63.71 10.92 10.93 69.78 12.40 12.49 53.53 47.42 48.30 54.49 46.66 46.90 Movement LOS E B B E B B D D D D D D
d_A, Approach Delay [s/veh] 34.19 23.78 49.72 50.14
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 34.22
Intersection LOS C
Intersection V/C 0.258
Emissions
Vehicle Miles Traveled [mph] 79.77 51.44 49.76 24.61 65.51 34.00 11.39 11.08 12.60 2.15 1.41 1.35 Stops [stops/h] 303.34 69.83 67.71 109.99 106.23 56.23 61.96 55.68 64.45 59.23 35.10 33.80 Fuel consumption [US gal/h] 10.85 3.11 3.01 3.86 4.34 2.27 1.72 1.55 1.78 1.10 0.63 0.61 CO [g/h] 758.32 217.45 210.56 269.68 303.53 158.82 120.02 108.04 124.48 76.88 44.37 42.65 NOx [g/h] 147.54 42.31 40.97 52.47 59.06 30.90 23.35 21.02 24.22 14.96 8.63 8.30 VOC [g/h] 175.75 50.40 48.80 62.50 70.35 36.81 27.82 25.04 28.85 17.82 10.28 9.88 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 59.42 59.42 59.42 59.42
I_p,int, Pedestrian LOS Score for Intersectio 3.026 2.981 2.586 2.438 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 779 1007 443 443 d_b, Bicycle Delay [s] 26.29 17.34 42.44 42.52
I_b,int, Bicycle LOS Score for Intersection 2.192 1.890 2.058 1.719 Bicycle LOS B A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2573
Volume to Capacity (v/c): 0.234
Level Of Service: A
Delay (sec / veh): 7.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 6: Entertainment / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 150.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 25.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2574
Bicycle Volume [bicycles/h] 0 3 3 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 1
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 76 394 1 12 346 35 36 4 30 1 0 1 Total 15-Minute Volume [veh/h] 19 98 0 3 86 9 9 1 7 0 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 Total Hourly Volume [veh/h] 71 370 1 11 325 33 34 4 28 1 0 1 Right Turn on Red Volume [veh/h] 0 0 0 0 0 12 0 0 37 0 0 2 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 71 370 1 11 325 45 34 4 65 1 0 3 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2575
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 9 14 0 9 14 0 0 14 0 0 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 25 45 0 25 45 0 0 12 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2576
95th-Percentile Queue Length [ft/ln] 17.86 17.02 17.01 3.30 18.84 3.67 9.23 8.50 0.27 0.24 95th-Percentile Queue Length [veh/ln] 0.71 0.68 0.68 0.13 0.75 0.15 0.37 0.34 0.01 0.01 50th-Percentile Queue Length [ft/ln] 9.92 9.45 9.45 1.84 10.47 2.04 5.13 4.72 0.15 0.13 50th-Percentile Queue Length [veh/ln] 0.40 0.38 0.38 0.07 0.42 0.08 0.21 0.19 0.01 0.01 Critical Lane Group Yes No No No Yes No Yes No No No
Lane Group LOS B A A B A A B B B B
d, Delay for Lane Group [s/veh] 13.31 5.47 5.47 14.23 6.65 6.09 13.88 12.60 13.95 11.87 X, volume / capacity 0.36 0.24 0.24 0.13 0.26 0.06 0.11 0.19 0.00 0.01 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.05 0.15 0.15 0.61 0.10 0.04 0.15 0.49 0.00 0.01 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 12.27 5.32 5.32 13.62 6.55 6.05 13.73 12.11 13.95 11.86 c, Capacity [veh/h] 210 824 823 93 1338 588 321 182 291 181 s, saturation flow rate [veh/h] 1810 1885 1883 1810 3589 1578 1439 1617 1396 1615 (v / s)_i Volume / Saturation Flow Rate 0.04 0.10 0.10 0.01 0.10 0.02 0.03 0.02 0.00 0.00 g / C, Green / Cycle 0.11 0.44 0.44 0.05 0.37 0.37 0.11 0.11 0.11 0.11 g_i, Effective Green Time [s] 3 13 13 2 11 11 3 3 3 3
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 30 30 30 30 30 30 30 30 30 30
Lane Group L C C L C R L C L C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2577
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 13.31 5.47 5.47 14.23 6.65 6.09 13.88 12.60 12.60 13.95 11.87 11.87 Movement LOS B A A B A A B B B B B B
d_A, Approach Delay [s/veh] 6.74 6.83 13.26 12.91
Approach LOS A A B B
d_I, Intersection Delay [s/veh] 7.28
Intersection LOS A
Intersection V/C 0.234
Emissions
Vehicle Miles Traveled [mph] 17.26 44.86 44.83 1.46 42.21 4.27 1.57 1.48 0.02 0.02 Stops [stops/h] 47.85 45.58 45.55 8.85 100.94 9.83 24.73 22.77 0.72 0.64 Fuel consumption [US gal/h] 1.22 2.27 2.27 0.16 2.84 0.28 0.27 0.24 0.01 0.01 CO [g/h] 85.52 158.86 158.76 10.98 198.27 19.58 18.67 16.86 0.47 0.42 NOx [g/h] 16.64 30.91 30.89 2.14 38.58 3.81 3.63 3.28 0.09 0.08 VOC [g/h] 19.82 36.82 36.79 2.55 45.95 4.54 4.33 3.91 0.11 0.10 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 5.96 5.96 5.96 5.96
I_p,int, Pedestrian LOS Score for Intersectio 2.431 2.609 1.984 1.878 Crosswalk LOS B B A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 3014 3014 804 2009 d_b, Bicycle Delay [s] 3.83 3.84 5.35 0.00
I_b,int, Bicycle LOS Score for Intersection 1.948 1.894 1.736 1.566 Bicycle LOS A A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2578
Volume to Capacity (v/c): 0.425
Level Of Service: C
Delay (sec / veh): 30.4
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 7: Bake pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2579
Bicycle Volume [bicycles/h] 0 3 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 1 0 1 1
v_do, Outbound Pedestrian Volume crossing 1 1 1 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 60 164 24 31 127 140 312 457 70 51 598 34 Total 15-Minute Volume [veh/h] 15 41 6 8 32 35 78 114 17 13 149 9 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 Total Hourly Volume [veh/h] 59 162 24 31 126 139 309 452 69 50 592 34 Right Turn on Red Volume [veh/h] 0 0 32 0 0 200 0 0 15 0 0 46 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 59 162 56 31 126 339 309 452 84 50 592 80 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2580
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 23 35 0 18 30 0 23 47 0 20 44 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 26 0 0 26 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 2.5 0.0 2.5 2.5 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 25 40 0 25 40 0 40 50 0 25 50 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 75.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2581
95th-Percentile Queue Length [ft/ln] 83.67 117.46 115.43 43.32 164.92 190.25 199.79 135.04 129.43 33.41 203.89 201.35 95th-Percentile Queue Length [veh/ln] 3.35 4.70 4.62 1.73 6.60 7.61 7.99 5.40 5.18 1.34 8.16 8.05 50th-Percentile Queue Length [ft/ln] 46.48 65.25 64.13 24.07 91.62 105.88 112.72 75.02 71.90 18.56 115.69 113.85 50th-Percentile Queue Length [veh/ln] 1.86 2.61 2.57 0.96 3.66 4.24 4.51 3.00 2.88 0.74 4.63 4.55 Critical Lane Group Yes No No No No Yes Yes No No No No Yes Lane Group LOS E D D E D D D B B E B B
d, Delay for Lane Group [s/veh] 58.00 47.36 47.49 57.82 50.96 54.59 52.32 10.54 10.57 55.11 15.54 15.56 X, volume / capacity 0.52 0.35 0.36 0.36 0.53 0.70 0.71 0.23 0.23 0.26 0.31 0.31 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.57 0.80 0.87 2.45 1.81 4.37 2.13 0.47 0.50 0.71 0.78 0.79 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 54.43 46.56 46.62 55.37 49.15 50.21 50.18 10.07 10.07 54.39 14.77 14.77 c, Capacity [veh/h] 116 268 256 87 240 200 439 1156 1099 194 1033 1014 s, saturation flow rate [veh/h] 1810 1885 1803 1810 1900 1587 3414 1861 1768 3514 1885 1849 (v / s)_i Volume / Saturation Flow Rate 0.03 0.05 0.05 0.02 0.07 0.09 0.09 0.14 0.15 0.01 0.17 0.17 g / C, Green / Cycle 0.06 0.14 0.14 0.05 0.13 0.13 0.13 0.62 0.62 0.06 0.55 0.55 g_i, Effective Green Time [s] 8 17 17 6 15 15 15 75 75 7 66 66 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C R L C C L C C
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2582
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 58.00 47.41 47.49 57.82 50.96 54.59 52.32 10.55 10.57 55.11 15.55 15.56 Movement LOS E D D E D D D B B E B B
d_A, Approach Delay [s/veh] 49.98 53.38 26.09 18.51
Approach LOS D D C B
d_I, Intersection Delay [s/veh] 30.38
Intersection LOS C
Intersection V/C 0.425
Emissions
Vehicle Miles Traveled [mph] 16.87 26.69 26.16 7.04 28.84 31.79 26.77 23.13 22.09 12.66 79.15 77.79 Stops [stops/h] 55.75 78.27 76.91 28.86 109.89 126.99 270.40 89.98 86.24 44.52 138.75 136.55 Fuel consumption [US gal/h] 1.77 2.52 2.47 0.85 3.24 3.72 7.60 2.49 2.38 1.56 5.45 5.36 CO [g/h] 123.75 176.21 172.99 59.42 226.65 260.15 531.31 174.02 166.60 109.01 380.70 374.42 NOx [g/h] 24.08 34.28 33.66 11.56 44.10 50.62 103.37 33.86 32.41 21.21 74.07 72.85 VOC [g/h] 28.68 40.84 40.09 13.77 52.53 60.29 123.14 40.33 38.61 25.26 88.23 86.78 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.53 49.53 49.53 49.53
I_p,int, Pedestrian LOS Score for Intersectio 2.483 2.838 2.939 2.842 Crosswalk LOS B C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 475 391 641 591 d_b, Bicycle Delay [s] 34.91 38.89 27.72 29.78
I_b,int, Bicycle LOS Score for Intersection 1.791 2.381 2.264 2.161 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 2 1 4 3 - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2583
Volume to Capacity (v/c): 0.291
Level Of Service: B
Delay (sec / veh): 17.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 15: CA-241 / Portola Pkwy
Intersection Level Of Service Report
Crosswalk No No Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 210.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 600.00 100.00 100.00 500.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2584
Bicycle Volume [bicycles/h] 3 8 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 166 851 0 118 744 0 87 0 188 80 0 98 Total 15-Minute Volume [veh/h] 41 213 0 30 186 0 22 0 47 20 0 24 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9400 0.9400 1.0000 0.9400 0.9400 1.0000 0.9400 1.0000 0.9400 0.9400 1.0000 0.9400 Total Hourly Volume [veh/h] 156 800 0 111 699 0 82 0 177 75 0 92 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 156 800 0 111 699 0 82 0 177 75 0 92 Name
Volumes
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2585
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 Minimum Green [s] 10 10 0 10 10 0 15 0 0 8 0 0
Lead / Lag Lead - - Lead - - Lag - - Lag - -
Split [s] 88 50 0 68 40 0 33 0 0 38 0 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 3.0 4.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 0 0 0 0 0
Walk [s] 0 7 0 0 7 0 0 0 0 0 0 0
All red [s] 5.0 5.0 0.0 5.0 5.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 Amber [s] 3.6 5.0 0.0 3.6 5.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 Maximum Green [s] 80 40 0 60 30 0 25 0 0 30 0 0
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2586
95th-Percentile Queue Length [ft/ln] 36.23 119.92 26.79 112.63 34.39 15.12 95th-Percentile Queue Length [veh/ln] 1.45 4.80 1.07 4.51 1.38 0.60 50th-Percentile Queue Length [ft/ln] 20.13 66.62 14.88 62.57 19.11 8.40 50th-Percentile Queue Length [veh/ln] 0.81 2.66 0.60 2.50 0.76 0.34 Critical Lane Group No Yes Yes No Yes No
Lane Group LOS B B C B B B
d, Delay for Lane Group [s/veh] 18.86 17.34 20.00 19.27 18.02 17.39 X, volume / capacity 0.20 0.53 0.17 0.54 0.19 0.09
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.12 0.27 0.11 0.33 0.21 0.04 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 18.74 17.08 19.89 18.94 17.82 17.35 c, Capacity [veh/h] 816 1612 708 1379 452 884
s, saturation flow rate [veh/h] 3514 5135 3486 5135 1795 3514 (v / s)_i Volume / Saturation Flow Rate 0.05 0.17 0.03 0.14 0.05 0.02 g / C, Green / Cycle 0.23 0.31 0.20 0.27 0.25 0.25
g_i, Effective Green Time [s] 14 19 12 16 15 15
l2, Clearance Lost Time [s] 2.00 2.00 3.00 4.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 5.00 6.00 5.00 5.00 C, Cycle Length [s] 60 60 60 60 60 60
Lane Group L C L C L L
Lane Group Calculations
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2587
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 18.86 17.34 0.00 20.00 19.27 0.00 18.02 0.00 0.00 17.39 0.00 0.00 Movement LOS B B C B B B
d_A, Approach Delay [s/veh] 17.59 19.37 5.94 8.09
Approach LOS B B A A
d_I, Intersection Delay [s/veh] 17.47
Intersection LOS B
Intersection V/C 0.291
Emissions
Vehicle Miles Traveled [mph] 28.87 148.00 10.13 63.89 6.97 3.50 Stops [stops/h] 96.02 476.69 70.99 447.72 45.57 40.07
Fuel consumption [US gal/h] 3.08 15.28 1.91 11.93 1.75 1.45 CO [g/h] 215.13 1067.90 133.47 833.89 122.31 101.18
NOx [g/h] 41.86 207.78 25.97 162.24 23.80 19.69
VOC [g/h] 49.86 247.50 30.93 193.26 28.35 23.45
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 20.19 20.19
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.243 2.361 Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1325 994 808 974 d_b, Bicycle Delay [s] 3.44 7.67 10.72 7.95
I_b,int, Bicycle LOS Score for Intersection 2.119 2.034 1.560 1.560 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
8/12/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 3: 3 28_SAT Generated with
Item: 11
2588
Appendix K – Opening Year (2028) with
Project ICU Worksheets
Item: 11
2589
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project 31380 - Foothill Ranch Costco
Vistro File: H:\...\31380_Vistro_ICU - October Updates.vistro Scenario 8 28 WK with project Report File: C:\...\28-wk-PM with project.pdf 11/14/2025 Intersection Analysis Summary
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 CA-241 / Alton Pkwy Signalized ICU 1 EB Thru 0.388 - A 2 Alton Pkwy / Towne Centre Dr Signalized ICU 1 EB Thru 0.374 - A 3 Alton Pkwy / Portola Pkwy Signalized ICU 1 NB Left 0.322 - A 4 Market Pl / Towne Centre Dr Signalized ICU 1 NB Left 0.487 - A 5 Market Pl / Portola Pkwy Signalized ICU 1 NB Thru 0.436 - A 6 Entertainment / Towne Centre
Dr Signalized ICU 1 EB Thru 0.420 - A
7 Bake Pkwy / Towne Centre Dr Signalized ICU 1 EB Thru 0.605 - B 8 Bake Pkwy / Portola Pkwy Signalized ICU 1 NB Right 0.588 - A 9 Lake Forest Dr / Towne
Centre Dr Signalized ICU 1 SB Thru 0.419 - A
10 Lake Forest Dr / Portola Pkwy Signalized ICU 1 NB Thru 0.541 - A 11 Towne Centre Dr / Portola
Pkwy Signalized ICU 1 SB Right 0.616 - B
12 Glenn Ranch Rd/ Portola
Pkwy Signalized ICU 1 SB Left 0.603 - B
13 Commercentre Dr/Alton Pkwy Signalized ICU 1 EB Thru 0.557 - A 14 Rancho Pkwy S/Alton Pkwy Signalized ICU 1 EB Thru 0.479 - A 15 CA-241 / Portola Pkwy Signalized ICU 1 SB Thru 0.441 - A 16 Rancho Pkwy/Portola Pkwy Signalized ICU 1 SB Thru 0.491 - A 17 El Toro Rd/Portola Pkwy Signalized ICU 1 SB Thru 0.568 - A V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. 11/14/2025
Item: 11
2590
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 1: CA-241 / Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.388 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 1 0 0 0
Total Analysis Volume [veh/h] 59 0 70 358 0 119 178 849 0 75 565 0 Total 15-Minute Volume [veh/h] 15 0 18 90 0 30 45 212 0 19 141 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 59 0 70 358 0 119 178 849 0 75 565 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 2.00 4.00 3.00 0.00 2.00 5.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 59 0 70 358 0 119 178 849 0 75 565 0 Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2591
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.388
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.00 0.00 0.11 0.00 0.00 0.10 0.17 0.00 0.04 0.11 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2592
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 2: Alton Pkwy / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.374 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 2 1 0
Pedestrian Volume [ped/h] 4 2 5 2
Total Analysis Volume [veh/h] 399 49 34 46 48 33 142 733 382 59 399 44 Total 15-Minute Volume [veh/h] 100 12 9 12 12 8 36 183 96 15 100 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 399 49 34 46 48 33 142 733 382 59 399 44 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 399 49 34 46 48 33 142 733 382 59 399 44 Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Volumes
11/14/2025
Item: 11
2593
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.374
Intersection LOS A
V/C, Movement V/C Ratio 0.12 0.03 0.02 0.03 0.03 0.02 0.08 0.14 0.00 0.03 0.09 0.09 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2594
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 3: Alton Pkwy / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.322 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -2.00
Speed [mph] 45.00 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 1
Entry Pocket Length [ft] 330.00 100.00 255.00 170.00 100.00 100.00 180.00 100.00 100.00 135.00 100.00 135.00 No. of Lanes in Entry Pocket 2 0 1 2 0 0 1 0 0 1 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 2 0 0
Pedestrian Volume [ped/h] 6 6 5 11
Total Analysis Volume [veh/h] 371 199 149 0 201 55 90 130 558 112 63 3 Total 15-Minute Volume [veh/h] 93 50 37 0 50 14 23 33 140 28 16 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 371 199 149 0 201 55 90 130 558 112 63 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 371 199 149 0 201 55 90 130 558 112 63 3 Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Volumes
11/14/2025
Item: 11
2595
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.322
Intersection LOS A
V/C, Movement V/C Ratio 0.11 0.04 0.00 0.00 0.06 0.00 0.05 0.04 0.00 0.07 0.02 0.02 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2596
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 4: Market Pl / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.487 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 3 4 3 9
Total Analysis Volume [veh/h] 243 211 122 138 238 166 147 102 152 92 210 91 Total 15-Minute Volume [veh/h] 61 53 31 35 60 42 37 26 38 23 53 23 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 243 211 122 138 238 166 147 102 152 92 210 91 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 2.00 0.00 0.00 0.00 3.00 0.00 2.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 243 211 122 138 238 166 147 102 152 92 210 91 Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Volumes
11/14/2025
Item: 11
2597
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing
Intersection V/C 0.487
Intersection LOS A
V/C, Movement V/C Ratio 0.14 0.10 0.10 0.08 0.12 0.12 0.09 0.07 0.07 0.05 0.09 0.09 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2598
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 5: Market Pl / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.436 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Intersection Setup
Bicycle Volume [bicycles/h] 2 4 6 0
Pedestrian Volume [ped/h] 3 2 0 4
Total Analysis Volume [veh/h] 297 515 32 172 732 25 82 53 150 61 35 111 Total 15-Minute Volume [veh/h] 74 129 8 43 183 6 21 13 38 15 9 28 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 297 515 32 172 732 25 82 53 150 61 35 111 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 0.00 3.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 297 515 32 172 732 25 82 53 150 61 35 111 Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Volumes
11/14/2025
Item: 11
2599
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.436
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.16 0.16 0.10 0.15 0.15 0.05 0.03 0.09 0.04 0.04 0.04 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2600
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 6: Entertainment / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.420 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Intersection Setup
Bicycle Volume [bicycles/h] 1 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 155 430 3 7 393 84 139 3 273 2 1 1 Total 15-Minute Volume [veh/h] 39 108 1 2 98 21 35 1 68 1 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 155 430 3 7 393 84 139 3 273 2 1 1 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 50.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 155 430 3 7 393 84 139 3 273 2 1 1 Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Volumes
11/14/2025
Item: 11
2601
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.420
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.13 0.13 0.00 0.12 0.05 0.08 0.16 0.16 0.00 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2602
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 7: Bake Pkwy / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.605 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 1.00 -2.00
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 2 2 2
Pedestrian Volume [ped/h] 0 3 0 1
Total Analysis Volume [veh/h] 111 282 56 165 324 332 271 703 114 49 558 173 Total 15-Minute Volume [veh/h] 28 71 14 41 81 83 68 176 29 12 140 43 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 111 282 56 165 324 332 271 703 114 49 558 173 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 0.00 0.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 111 282 56 165 324 332 271 703 114 49 558 173 Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Volumes
11/14/2025
Item: 11
2603
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.605
Intersection LOS B
V/C, Movement V/C Ratio 0.07 0.10 0.10 0.10 0.19 0.20 0.08 0.24 0.24 0.01 0.22 0.22 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2604
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 8: Bake Pkwy / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.588 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -4.00
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 235.00 100.00 100.00 255.00 100.00 100.00 195.00 100.00 100.00 290.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 1 1 0 0
Lane Width [ft] 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 10.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 2 3 0
Pedestrian Volume [ped/h] 5 0 2 12
Total Analysis Volume [veh/h] 329 629 72 371 661 98 115 409 319 136 254 195 Total 15-Minute Volume [veh/h] 82 157 18 93 165 25 29 102 80 34 64 49 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 329 629 72 371 661 98 115 409 319 136 254 195 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 3.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 329 629 72 371 661 98 115 409 319 136 254 195 Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Volumes
11/14/2025
Item: 11
2605
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.588
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.21 0.21 0.11 0.15 0.15 0.07 0.14 0.14 0.08 0.13 0.13 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2606
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 9: Lake Forest Dr / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.419 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 3.00 -2.00
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 245.00 100.00 100.00 100.00 100.00 100.00 300.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0 2
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 83 169 3 15 257 251 189 443 61 2 359 26 Total 15-Minute Volume [veh/h] 21 42 1 4 64 63 47 111 15 1 90 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 83 169 3 15 257 251 189 443 61 2 359 26 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 7.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 83 169 3 15 257 251 189 443 61 2 359 26 Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Volumes
11/14/2025
Item: 11
2607
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.419
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.05 0.05 0.01 0.15 0.15 0.06 0.15 0.15 0.00 0.11 0.11 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2608
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 10: Lake Forest Dr / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.541 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -4.00
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 315.00 100.00 100.00 200.00 100.00 100.00 200.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 3 2 1 2
Pedestrian Volume [ped/h] 0 1 2 4
Total Analysis Volume [veh/h] 168 955 197 13 1079 68 78 201 161 188 136 36 Total 15-Minute Volume [veh/h] 42 239 49 3 270 17 20 50 40 47 34 9 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 168 955 197 13 1079 68 78 201 161 188 136 36 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 168 955 197 13 1079 68 78 201 161 188 136 36 Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Volumes
11/14/2025
Item: 11
2609
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.541
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.23 0.23 0.00 0.22 0.22 0.05 0.11 0.11 0.11 0.05 0.05 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2610
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 11: Towne Centre Dr / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.616 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -3.00
Speed [mph] 45.00 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 240.00 100.00 100.00 270.00 100.00 100.00 155.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Intersection Setup
Bicycle Volume [bicycles/h] 1 2 4 1
Pedestrian Volume [ped/h] 0 0 3 0
Total Analysis Volume [veh/h] 180 1217 53 5 1403 23 8 3 317 159 29 94 Total 15-Minute Volume [veh/h] 45 304 13 1 351 6 2 1 79 40 7 24 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 180 1217 53 5 1403 23 8 3 317 159 29 94 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 3.00 0.00 1.00 0.00 0.00 33.00 0.00 0.00 4.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 180 1217 53 5 1403 23 8 3 317 159 29 94 Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Volumes
11/14/2025
Item: 11
2611
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.616
Intersection LOS B
V/C, Movement V/C Ratio 0.05 0.25 0.25 0.00 0.28 0.28 0.00 0.00 0.19 0.05 0.07 0.07 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2612
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 12: Glenn Ranch Rd/ Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.603 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -2.00
Speed [mph] 50.00 45.00 25.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 180.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 210.00 100.00 100.00 505.00 100.00 170.00 180.00 100.00 100.00 225.00 100.00 250.00 No. of Lanes in Entry Pocket 2 0 0 2 0 1 1 0 0 2 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Intersection Setup
Bicycle Volume [bicycles/h] 4 1 0 3
Pedestrian Volume [ped/h] 1 2 0 4
Total Analysis Volume [veh/h] 79 791 327 855 1044 79 83 33 76 262 28 498 Total 15-Minute Volume [veh/h] 20 198 82 214 261 20 21 8 19 66 7 125 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 79 791 327 855 1044 79 83 33 76 262 28 498 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 2.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 79 791 327 855 1044 79 83 33 76 262 28 498 Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Volumes
11/14/2025
Item: 11
2613
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Phasing & Timing
Intersection V/C 0.603
Intersection LOS B
V/C, Movement V/C Ratio 0.02 0.16 0.19 0.25 0.20 0.05 0.05 0.03 0.03 0.08 0.01 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2614
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 13: Commercentre Dr/Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.557 Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 100.00 300.00 100.00 No. of Lanes in Entry Pocket 1 0 0 0 1 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Commercentre Dr Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 570 165 1313 339 26 849
Total 15-Minute Volume [veh/h] 143 41 328 85 7 212
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 570 165 1313 339 26 849
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 1.00 1.00 6.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 570 165 1313 339 26 849
Name Commercentre Dr Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2615
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - - Lead -
Auxiliary Signal Groups
Signal Group 4 0 2 0 1 6
Control Type Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Intersection V/C 0.557
Intersection LOS A
V/C, Movement V/C Ratio 0.17 0.10 0.32 0.32 0.02 0.17
Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2616
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 14: Rancho Pkwy S/Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.479 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 250.00 100.00 210.00 250.00 100.00 250.00 250.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 1 0 1 0
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 185 29 106 16 19 121 163 1142 108 43 660 31 Total 15-Minute Volume [veh/h] 46 7 27 4 5 30 41 286 27 11 165 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 185 29 106 16 19 121 163 1142 108 43 660 31 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 6.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 185 29 106 16 19 121 163 1142 108 43 660 31 Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2617
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.479
Intersection LOS A
V/C, Movement V/C Ratio 0.11 0.04 0.04 0.01 0.01 0.07 0.10 0.22 0.06 0.03 0.13 0.02 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2618
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 15: CA-241 / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.441 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 410.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy CA-241 CA-241
Intersection Setup
Bicycle Volume [bicycles/h] 2 1 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 198 961 0 320 1101 0 142 0 238 85 0 224 Total 15-Minute Volume [veh/h] 50 240 0 80 275 0 36 0 60 21 0 56 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 198 961 0 320 1101 0 142 0 238 85 0 224 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 4.00 2.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 198 961 0 320 1101 0 142 0 238 85 0 224 Name Portola Pkwy Portola Pkwy CA-241 CA-241
Volumes
11/14/2025
Item: 11
2619
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing
Intersection V/C 0.441
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.19 0.00 0.09 0.22 0.00 0.08 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2620
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 16: Rancho Pkwy/Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.491 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 100.00 125.00 100.00 225.00 100.00 100.00 200.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Intersection Setup
Bicycle Volume [bicycles/h] 2 1 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 501 956 3 7 1234 97 157 16 892 1 12 3 Total 15-Minute Volume [veh/h] 125 239 1 2 309 24 39 4 223 0 3 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 501 956 3 7 1234 97 157 16 892 1 12 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 501 956 3 7 1234 97 157 16 892 1 12 3 Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Volumes
11/14/2025
Item: 11
2621
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 3 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.491
Intersection LOS A
V/C, Movement V/C Ratio 0.15 0.19 0.00 0.00 0.24 0.06 0.05 0.05 0.00 0.00 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2622
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Intersection Level Of Service Report
Intersection 17: El Toro Rd/Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.568 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 55.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 700.00 200.00 100.00 200.00 400.00 100.00 325.00 150.00 100.00 200.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 2 0 1 1 0 2
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Intersection Setup
Bicycle Volume [bicycles/h] 0 3 0 2
Pedestrian Volume [ped/h] 1 0 7 0
Total Analysis Volume [veh/h] 399 1106 45 275 1448 383 260 428 522 17 203 115 Total 15-Minute Volume [veh/h] 100 277 11 69 362 96 65 107 131 4 51 29 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 399 1106 45 275 1448 383 260 428 522 17 203 115 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 399 1106 45 275 1448 383 260 428 522 17 203 115 Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Volumes
11/14/2025
Item: 11
2623
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 8: 8 28 WK with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lag - -
Auxiliary Signal Groups 4,5
Signal Group 3 8 0 7 4 5 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.568
Intersection LOS A
V/C, Movement V/C Ratio 0.12 0.22 0.03 0.08 0.28 0.16 0.08 0.08 0.00 0.01 0.04 0.03 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2624
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project 31380 - Foothill Ranch Costco
Vistro File: H:\...\31380_Vistro_ICU - October Updates.vistro Scenario 7 28 SAT with project Report File: C:\...\28-sat-PM with project.pdf 11/14/2025 Intersection Analysis Summary
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 CA-241 / Alton Pkwy Signalized ICU 1 EB Thru 0.303 - A 2 Alton Pkwy / Towne Centre Dr Signalized ICU 1 NB Left 0.339 - A 3 Alton Pkwy / Portola Pkwy Signalized ICU 1 NB Left 0.249 - A 4 Market Pl / Towne Centre Dr Signalized ICU 1 NB Left 0.641 - B 5 Market Pl / Portola Pkwy Signalized ICU 1 NB Thru 0.357 - A 6 Entertainment / Towne Centre
Dr Signalized ICU 1 EB Thru 0.550 - A
7 Bake Pkwy / Towne Centre Dr Signalized ICU 1 WB Right 0.649 - B 8 Bake Pkwy / Portola Pkwy Signalized ICU 1 NB Thru 0.490 - A 9 Lake Forest Dr / Towne
Centre Dr Signalized ICU 1 SB Thru 0.375 - A
10 Lake Forest Dr / Portola Pkwy Signalized ICU 1 NB Thru 0.400 - A 11 Towne Centre Dr / Portola
Pkwy Signalized ICU 1 NB Right 0.500 - A
12 Glenn Ranch Rd/ Portola
Pkwy Signalized ICU 1 NB Thru 0.435 - A
13 Commercentre Dr/Alton Pkwy Signalized ICU 1 EB Right 0.303 - A 14 Rancho Pkwy S/Alton Pkwy Signalized ICU 1 EB Thru 0.302 - A 15 CA-241 / Portola Pkwy Signalized ICU 1 NB Thru 0.368 - A 16 Rancho Pkwy/Portola Pkwy Signalized ICU 1 SB Thru 0.375 - A 17 El Toro Rd/Portola Pkwy Signalized ICU 1 SB Thru 0.481 - A V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. 11/14/2025
Item: 11
2625
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 1: CA-241 / Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.303 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 5 10
Pedestrian Volume [ped/h] 4 2 0 0
Total Analysis Volume [veh/h] 39 0 81 247 0 99 65 663 0 66 591 0 Total 15-Minute Volume [veh/h] 10 0 20 62 0 25 16 166 0 17 148 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 39 0 81 247 0 99 65 663 0 66 591 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 8.00 2.00 2.00 0.00 2.00 2.00 3.00 0.00 2.00 0.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 39 0 81 247 0 99 65 663 0 66 591 0 Name CA-241 CA-241 Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2626
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.303
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.00 0.00 0.07 0.00 0.00 0.04 0.13 0.00 0.04 0.12 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2627
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 2: Alton Pkwy / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.339 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 4 2 4 6
Pedestrian Volume [ped/h] 4 4 1 0
Total Analysis Volume [veh/h] 435 41 53 23 35 29 118 431 483 91 345 16 Total 15-Minute Volume [veh/h] 109 10 13 6 9 7 30 108 121 23 86 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 435 41 53 23 35 29 118 431 483 91 345 16 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 3.00 7.00 5.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 435 41 53 23 35 29 118 431 483 91 345 16 Name Towne Centre Dr Towne Centre Dr Alton Pkwy Alton Pkwy Volumes
11/14/2025
Item: 11
2628
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.339
Intersection LOS A
V/C, Movement V/C Ratio 0.13 0.02 0.03 0.01 0.02 0.02 0.07 0.08 0.00 0.05 0.07 0.07 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2629
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 3: Alton Pkwy / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.249 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -2.00
Speed [mph] 45.00 45.00 50.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 1
Entry Pocket Length [ft] 330.00 100.00 255.00 170.00 100.00 100.00 180.00 100.00 100.00 135.00 100.00 135.00 No. of Lanes in Entry Pocket 2 0 1 2 0 0 1 0 0 1 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 7 1 1 2
Pedestrian Volume [ped/h] 2 9 1 3
Total Analysis Volume [veh/h] 277 138 109 1 109 88 62 90 296 100 89 3 Total 15-Minute Volume [veh/h] 69 35 27 0 27 22 16 23 74 25 22 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 277 138 109 1 109 88 62 90 296 100 89 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 1.00 0.00 0.00 1.00 0.00 3.00 0.00 1.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 277 138 109 1 109 88 62 90 296 100 89 3 Name Portola Pkwy Alton Pkwy Portola Pkwy Portola Pkwy
Volumes
11/14/2025
Item: 11
2630
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.249
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.03 0.00 0.00 0.03 0.00 0.04 0.03 0.00 0.06 0.03 0.03 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2631
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 4: Market Pl / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.641 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Intersection Setup
Bicycle Volume [bicycles/h] 1 1 0 1
Pedestrian Volume [ped/h] 3 2 2 1
Total Analysis Volume [veh/h] 392 217 126 156 251 253 189 146 201 89 247 98 Total 15-Minute Volume [veh/h] 98 54 32 39 63 63 47 37 50 22 62 25 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 392 217 126 156 251 253 189 146 201 89 247 98 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 1.00 3.00 2.00 0.00 0.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 392 217 126 156 251 253 189 146 201 89 247 98 Name Towne Centre Dr Towne Centre Dr Market Pl Market Pl Volumes
11/14/2025
Item: 11
2632
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing
Intersection V/C 0.641
Intersection LOS B
V/C, Movement V/C Ratio 0.23 0.10 0.10 0.09 0.15 0.15 0.11 0.10 0.10 0.05 0.10 0.10 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2633
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 5: Market Pl / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.357 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Intersection Setup
Bicycle Volume [bicycles/h] 15 12 1 5
Pedestrian Volume [ped/h] 4 35 4 0
Total Analysis Volume [veh/h] 312 356 46 108 420 32 70 68 148 65 48 68 Total 15-Minute Volume [veh/h] 78 89 12 27 105 8 18 17 37 16 12 17 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 312 356 46 108 420 32 70 68 148 65 48 68 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 312 356 46 108 420 32 70 68 148 65 48 68 Name Portola Pkwy Portola Pkwy Market Pl Market Pl
Volumes
11/14/2025
Item: 11
2634
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.357
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.12 0.12 0.06 0.09 0.09 0.04 0.04 0.09 0.04 0.03 0.03 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2635
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 6: Entertainment / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.550 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Intersection Setup
Bicycle Volume [bicycles/h] 0 3 3 0
Pedestrian Volume [ped/h] 0 0 0 1
Total Analysis Volume [veh/h] 274 572 1 11 423 109 160 4 359 1 0 3 Total 15-Minute Volume [veh/h] 69 143 0 3 106 27 40 1 90 0 0 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 274 572 1 11 423 109 160 4 359 1 0 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 274 572 1 11 423 109 160 4 359 1 0 3 Name Towne Centre Dr Towne Centre Dr Entertainment Entertainment Volumes
11/14/2025
Item: 11
2636
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.550
Intersection LOS A
V/C, Movement V/C Ratio 0.16 0.17 0.17 0.01 0.12 0.06 0.09 0.21 0.21 0.00 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2637
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 7: Bake Pkwy / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.649 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 1.00 -2.00
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Intersection Setup
Bicycle Volume [bicycles/h] 0 3 1 0
Pedestrian Volume [ped/h] 2 1 0 0
Total Analysis Volume [veh/h] 59 380 56 176 336 376 347 452 84 50 592 229 Total 15-Minute Volume [veh/h] 15 95 14 44 84 94 87 113 21 13 148 57 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 59 380 56 176 336 376 347 452 84 50 592 229 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 59 380 56 176 336 376 347 452 84 50 592 229 Name Towne Centre Dr Towne Centre Dr Bake Pkwy Bake Pkwy Volumes
11/14/2025
Item: 11
2638
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.649
Intersection LOS B
V/C, Movement V/C Ratio 0.03 0.13 0.13 0.10 0.20 0.22 0.10 0.16 0.16 0.01 0.24 0.24 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2639
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 8: Bake Pkwy / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.490 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -4.00
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 235.00 100.00 100.00 255.00 100.00 100.00 195.00 100.00 100.00 290.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 1 1 0 0
Lane Width [ft] 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 10.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 19 6 0 8
Pedestrian Volume [ped/h] 0 1 5 4
Total Analysis Volume [veh/h] 423 574 31 148 573 124 104 144 262 99 279 122 Total 15-Minute Volume [veh/h] 106 144 8 37 143 31 26 36 66 25 70 31 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 423 574 31 148 573 124 104 144 262 99 279 122 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 6.00 0.00 1.00 2.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 423 574 31 148 573 124 104 144 262 99 279 122 Name Portola Pkwy Portola Pkwy Bake Pkwy Bake Pkwy
Volumes
11/14/2025
Item: 11
2640
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.490
Intersection LOS A
V/C, Movement V/C Ratio 0.12 0.18 0.18 0.04 0.14 0.14 0.06 0.08 0.08 0.06 0.12 0.12 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2641
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 9: Lake Forest Dr / Towne Centre Dr
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.375 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 3.00 -2.00
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 245.00 100.00 100.00 100.00 100.00 100.00 300.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 4 0 0 1
Pedestrian Volume [ped/h] 0 3 2 0
Total Analysis Volume [veh/h] 21 211 4 3 237 163 231 244 29 1 326 33 Total 15-Minute Volume [veh/h] 5 53 1 1 59 41 58 61 7 0 82 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 21 211 4 3 237 163 231 244 29 1 326 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 5.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 21 211 4 3 237 163 231 244 29 1 326 33 Name Towne Centre Dr Towne Centre Dr Lake Forest Dr Lake Forest Dr Volumes
11/14/2025
Item: 11
2642
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.375
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.06 0.06 0.00 0.14 0.10 0.07 0.08 0.08 0.00 0.11 0.11 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2643
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 10: Lake Forest Dr / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.400 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 2.00 -4.00
Speed [mph] 45.00 45.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 315.00 100.00 100.00 200.00 100.00 100.00 200.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Intersection Setup
Bicycle Volume [bicycles/h] 6 1 0 4
Pedestrian Volume [ped/h] 0 0 1 1
Total Analysis Volume [veh/h] 143 917 140 6 906 80 54 92 99 100 95 12 Total 15-Minute Volume [veh/h] 36 229 35 2 227 20 14 23 25 25 24 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 143 917 140 6 906 80 54 92 99 100 95 12 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 5.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 143 917 140 6 906 80 54 92 99 100 95 12 Name Portola Pkwy Portola Pkwy Lake Forest Dr Lake Forest Dr Volumes
11/14/2025
Item: 11
2644
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.400
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.21 0.21 0.00 0.19 0.19 0.03 0.06 0.06 0.06 0.03 0.03 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2645
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 11: Towne Centre Dr / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.500 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -3.00
Speed [mph] 45.00 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 240.00 100.00 100.00 270.00 100.00 100.00 155.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Intersection Setup
Bicycle Volume [bicycles/h] 12 3 0 3
Pedestrian Volume [ped/h] 0 0 1 1
Total Analysis Volume [veh/h] 243 1173 16 8 1073 14 14 5 269 23 11 11 Total 15-Minute Volume [veh/h] 61 293 4 2 268 4 4 1 67 6 3 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 243 1173 16 8 1073 14 14 5 269 23 11 11 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 0.00 12.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 25.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 243 1173 16 8 1073 14 14 5 269 23 11 11 Name Portola Pkwy Portola Pkwy Towne Centre Dr Towne Centre Dr Volumes
11/14/2025
Item: 11
2646
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.500
Intersection LOS A
V/C, Movement V/C Ratio 0.07 0.23 0.23 0.00 0.21 0.21 0.01 0.00 0.16 0.01 0.01 0.01 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2647
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 12: Glenn Ranch Rd/ Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.435 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 -2.00
Speed [mph] 50.00 45.00 25.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 180.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 1 0 0 0 0 0 0
Entry Pocket Length [ft] 210.00 100.00 100.00 505.00 100.00 170.00 180.00 100.00 100.00 225.00 100.00 250.00 No. of Lanes in Entry Pocket 2 0 0 2 0 1 1 0 0 2 0 1
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Intersection Setup
Bicycle Volume [bicycles/h] 4 2 0 2
Pedestrian Volume [ped/h] 3 0 1 0
Total Analysis Volume [veh/h] 58 853 237 527 782 52 65 21 43 150 31 516 Total 15-Minute Volume [veh/h] 15 213 59 132 196 13 16 5 11 38 8 129 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 58 853 237 527 782 52 65 21 43 150 31 516 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 58 853 237 527 782 52 65 21 43 150 31 516 Name Portola Pkwy Portola Pkwy Glenn Ranch Rd Glenn Ranch Rd Volumes
11/14/2025
Item: 11
2648
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Phasing & Timing
Intersection V/C 0.435
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.17 0.14 0.16 0.15 0.03 0.04 0.02 0.02 0.04 0.01 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2649
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 13: Commercentre Dr/Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.303 Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 100.00 300.00 100.00 No. of Lanes in Entry Pocket 1 0 0 0 1 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Commercentre Dr Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 15 7
Pedestrian Volume [ped/h] 2 0 3
Total Analysis Volume [veh/h] 192 64 739 159 34 734
Total 15-Minute Volume [veh/h] 48 16 185 40 9 184
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 192 64 739 159 34 734
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1.00 4.00 1.00 2.00 14.00 1.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 192 64 739 159 34 734
Name Commercentre Dr Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2650
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - - Lead -
Auxiliary Signal Groups
Signal Group 4 0 2 0 1 6
Control Type Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Intersection V/C 0.303
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.04 0.18 0.18 0.02 0.14
Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2651
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 14: Rancho Pkwy S/Alton Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.302 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 60.00 60.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 250.00 100.00 100.00 250.00 100.00 210.00 250.00 100.00 250.00 250.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Intersection Setup
Bicycle Volume [bicycles/h] 0 4 11 3
Pedestrian Volume [ped/h] 1 3 1 4
Total Analysis Volume [veh/h] 79 16 48 11 15 79 70 713 59 32 582 17 Total 15-Minute Volume [veh/h] 20 4 12 3 4 20 18 178 15 8 146 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 79 16 48 11 15 79 70 713 59 32 582 17 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 0.00 14.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 79 16 48 11 15 79 70 713 59 32 582 17 Name Rancho Pkwy S Rancho Pkwy S Alton Pkwy Alton Pkwy
Volumes
11/14/2025
Item: 11
2652
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.302
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.02 0.02 0.01 0.00 0.05 0.04 0.14 0.03 0.02 0.11 0.01 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2653
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 15: CA-241 / Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.368 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 410.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy CA-241 CA-241
Intersection Setup
Bicycle Volume [bicycles/h] 3 8 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 156 953 0 208 846 0 82 0 177 75 0 191 Total 15-Minute Volume [veh/h] 39 238 0 52 212 0 21 0 44 19 0 48 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 156 953 0 208 846 0 82 0 177 75 0 191 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 156 953 0 208 846 0 82 0 177 75 0 191 Name Portola Pkwy Portola Pkwy CA-241 CA-241
Volumes
11/14/2025
Item: 11
2654
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing
Intersection V/C 0.368
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.19 0.00 0.06 0.17 0.00 0.05 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2655
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 16: Rancho Pkwy/Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.375 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 100.00 125.00 100.00 225.00 100.00 100.00 200.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 1 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Intersection Setup
Bicycle Volume [bicycles/h] 4 7 4 2
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 369 921 5 14 931 73 91 14 513 5 13 17 Total 15-Minute Volume [veh/h] 92 230 1 4 233 18 23 4 128 1 3 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 369 921 5 14 931 73 91 14 513 5 13 17 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 1.00 20.00 0.00 1.00 6.00 2.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 369 921 5 14 931 73 91 14 513 5 13 17 Name Portola Pkwy Portola Pkwy Rancho Pkwy Purpose Dr
Volumes
11/14/2025
Item: 11
2656
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 3 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Phasing & Timing
Intersection V/C 0.375
Intersection LOS A
V/C, Movement V/C Ratio 0.11 0.18 0.00 0.00 0.18 0.04 0.03 0.03 0.00 0.00 0.01 0.01 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2657
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Intersection Level Of Service Report
Intersection 17: El Toro Rd/Portola Pkwy
Control Type: Signalized Delay (sec / veh): -
Analysis Method: ICU 1 Level Of Service: A
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.481 Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 55.00 55.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 700.00 200.00 100.00 200.00 400.00 100.00 325.00 150.00 100.00 200.00 No. of Lanes in Entry Pocket 2 0 1 2 0 1 2 0 1 1 0 2
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Intersection Setup
Bicycle Volume [bicycles/h] 5 5 1 1
Pedestrian Volume [ped/h] 1 4 2 2
Total Analysis Volume [veh/h] 346 920 41 171 1064 280 234 303 394 9 264 152 Total 15-Minute Volume [veh/h] 87 230 10 43 266 70 59 76 99 2 66 38 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 346 920 41 171 1064 280 234 303 394 9 264 152 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 346 920 41 171 1064 280 234 303 394 9 264 152 Name Santa Margarita Pkwy Portola Pkwy El Toro Rd El Toro Rd Volumes
11/14/2025
Item: 11
2658
Generated with
Version 2025 (SP 0-5) 31380 - Foothill Ranch Costco Scenario 7: 7 28 SAT with project Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
Lead / Lag Lead - - Lead - - Lead - - Lag - -
Auxiliary Signal Groups 4,5
Signal Group 3 8 0 7 4 5 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing
Intersection V/C 0.481
Intersection LOS A
V/C, Movement V/C Ratio 0.10 0.18 0.02 0.05 0.21 0.11 0.07 0.06 0.00 0.00 0.05 0.04 Movement, Approach, & Intersection Results
11/14/2025
Item: 11
2659
Appendix L – Opening Year (2028) with
Project HCM and Queue Worksheets
Item: 11
2660
Volume to Capacity (v/c): 0.365
Level Of Service: C
Delay (sec / veh): 20.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes No No
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2661
Bicycle Volume [bicycles/h] 1 0 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 1 0
v_do, Outbound Pedestrian Volume crossing 1 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 63 0 75 385 0 128 191 913 0 81 608 0 Total 15-Minute Volume [veh/h] 16 0 19 96 0 32 48 228 0 20 152 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 1.0000 0.9300 0.9300 1.0000 0.9300 0.9300 0.9300 1.0000 0.9300 0.9300 1.0000 Total Hourly Volume [veh/h] 59 0 70 358 0 119 178 849 0 75 565 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 0.00 0.00 2.00 4.00 3.00 0.00 2.00 5.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 59 0 70 358 0 119 178 849 0 75 565 0 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2662
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
Vehicle Extension [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 7 0 0 7 0 0 7 15 0 7 15 0
Lead / Lag Lag - - Lag - - Lead - - Lead - -
Split [s] 33 0 0 33 0 0 36 46 0 31 41 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 4.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 10 0 0 10 0 0 0 15 0 0 15 0
Walk [s] 0 0 0 0 0 0 0 6 0 0 6 0
All red [s] 5.0 0.0 0.0 5.0 0.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 Amber [s] 4.0 0.0 0.0 4.0 0.0 0.0 4.0 4.3 0.0 4.0 5.2 0.0 Maximum Green [s] 30 0 0 30 0 0 35 45 0 30 45 0
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2663
95th-Percentile Queue Length [ft/ln] 30.69 204.83 213.60 146.68 94.04 105.83 95th-Percentile Queue Length [veh/ln] 1.23 8.19 8.54 5.87 3.76 4.23 50th-Percentile Queue Length [ft/ln] 17.05 116.37 122.75 81.49 52.24 58.80 50th-Percentile Queue Length [veh/ln] 0.68 4.65 4.91 3.26 2.09 2.35 Critical Lane Group No Yes Yes No No Yes
Lane Group LOS D D D B D B
d, Delay for Lane Group [s/veh] 39.13 44.34 46.32 11.36 47.94 13.02 X, volume / capacity 0.11 0.66 0.67 0.30 0.44 0.21
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.08 1.28 2.78 0.25 1.67 0.17 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.11 0.50
d1, Uniform Delay [s] 39.05 43.05 43.55 11.11 46.27 12.84 c, Capacity [veh/h] 574 583 284 3067 183 2829
s, saturation flow rate [veh/h] 3459 3514 1767 5176 1738 5176 (v / s)_i Volume / Saturation Flow Rate 0.02 0.11 0.11 0.18 0.05 0.12 g / C, Green / Cycle 0.17 0.17 0.16 0.59 0.10 0.55
g_i, Effective Green Time [s] 18 18 18 65 12 60
l2, Clearance Lost Time [s] 3.00 3.00 3.00 4.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 6.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane Group L L L C L C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2664
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 39.13 0.00 0.00 44.34 0.00 0.00 46.32 11.36 0.00 47.94 13.02 0.00 Movement LOS D D D B D B
d_A, Approach Delay [s/veh] 18.54 33.87 17.41 17.12
Approach LOS B C B B
d_I, Intersection Delay [s/veh] 20.18
Intersection LOS C
Intersection V/C 0.365
Emissions
Vehicle Miles Traveled [mph] 9.67 65.47 20.63 98.63 23.33 175.09 Stops [stops/h] 44.60 304.37 160.53 319.72 68.32 230.67 Fuel consumption [US gal/h] 2.00 13.70 4.96 10.32 2.62 11.01 CO [g/h] 140.04 957.85 346.39 721.41 183.14 769.95
NOx [g/h] 27.25 186.36 67.40 140.36 35.63 149.80
VOC [g/h] 32.46 221.99 80.28 167.19 42.45 178.44
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 10.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 45.51 45.51 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.218 2.446 0.000 0.000 Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 436 436 667 559 d_b, Bicycle Delay [s] 33.69 33.67 24.48 28.56
I_b,int, Bicycle LOS Score for Intersection 1.560 1.560 2.167 1.939 Bicycle LOS A A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2665
Volume to Capacity (v/c): 0.363
Level Of Service: C
Delay (sec / veh): 34.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: Alton Pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2666
Bicycle Volume [bicycles/h] 0 2 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 3 2 1
v_co, Outbound Pedestrian Volume crossing 1 2 3 1
v_di, Inbound Pedestrian Volume crossing m 2 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 2 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 411 51 29 47 49 8 146 756 394 61 411 32 Total 15-Minute Volume [veh/h] 103 13 7 12 12 2 37 189 98 15 103 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total Hourly Volume [veh/h] 399 49 28 46 48 8 142 733 382 59 399 31 Right Turn on Red Volume [veh/h] 0 0 6 0 0 25 0 0 0 0 0 13 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 399 49 34 46 48 33 142 733 382 59 399 44 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2667
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 8 0 5 8 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 16 40 0 16 40 0 20 34 0 20 34 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 30 0 0 30 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 30 35 0 25 30 0 30 45 0 25 45 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 92.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2668
95th-Percentile Queue Length [ft/ln] 310.48 53.86 30.41 58.70 54.75 8.75 175.56 128.62 75.19 81.52 86.10 95th-Percentile Queue Length [veh/ln] 12.42 2.15 1.22 2.35 2.19 0.35 7.02 5.14 3.01 3.26 3.44 50th-Percentile Queue Length [ft/ln] 189.09 29.92 16.90 32.61 30.42 4.86 97.54 71.45 41.77 45.29 47.83 50th-Percentile Queue Length [veh/ln] 7.56 1.20 0.68 1.30 1.22 0.19 3.90 2.86 1.67 1.81 1.91 Critical Lane Group Yes No No No Yes No No Yes Yes No No Lane Group LOS F D D D D D D B D B B
d, Delay for Lane Group [s/veh] 94.02 39.73 39.31 53.12 44.97 43.62 50.24 12.44 52.86 14.43 14.64 X, volume / capacity 1.08 0.16 0.11 0.45 0.23 0.04 0.68 0.26 0.50 0.16 0.16 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 44.95 0.24 0.18 2.94 0.53 0.10 3.71 0.21 3.21 0.18 0.37 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 49.07 39.48 39.13 50.18 44.45 43.51 46.53 12.23 49.65 14.25 14.27 c, Capacity [veh/h] 382 313 265 105 216 178 215 2923 121 1840 931 s, saturation flow rate [veh/h] 3486 1900 1609 1810 1900 1569 1810 5176 1810 3589 1816 (v / s)_i Volume / Saturation Flow Rate 0.12 0.03 0.02 0.03 0.03 0.01 0.08 0.15 0.03 0.08 0.08 g / C, Green / Cycle 0.11 0.16 0.16 0.06 0.11 0.11 0.12 0.57 0.07 0.51 0.51 g_i, Effective Green Time [s] 12 18 18 6 12 12 13 62 7 57 57 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 Lane Group L C R L C R L C L C C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2669
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 94.02 39.73 39.31 53.12 44.97 43.62 50.24 12.44 0.00 52.86 14.49 14.64 Movement LOS F D D D D D D B D B B
d_A, Approach Delay [s/veh] 85.15 48.55 13.04 19.15
Approach LOS F D B B
d_I, Intersection Delay [s/veh] 34.12
Intersection LOS C
Intersection V/C 0.363
Emissions
Vehicle Miles Traveled [mph] 90.27 11.20 6.37 2.71 2.83 0.46 42.05 217.71 1.16 5.55 2.85 Stops [stops/h] 494.60 39.14 22.10 42.65 39.78 6.36 127.56 280.35 54.63 118.47 62.56 Fuel consumption [US gal/h] 15.02 1.13 0.64 1.13 1.04 0.17 4.86 13.51 1.53 2.86 1.50 CO [g/h] 1050.10 79.23 44.80 79.07 72.69 11.60 339.62 944.26 107.19 200.17 105.13 NOx [g/h] 204.31 15.42 8.72 15.38 14.14 2.26 66.08 183.72 20.86 38.95 20.46 VOC [g/h] 243.37 18.36 10.38 18.33 16.85 2.69 78.71 218.84 24.84 46.39 24.37 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.60 44.60 44.60 44.60
I_p,int, Pedestrian LOS Score for Intersectio 2.586 2.312 3.092 2.937 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 590 590 463 463 d_b, Bicycle Delay [s] 27.35 27.38 32.52 32.51
I_b,int, Bicycle LOS Score for Intersection 2.380 1.772 2.056 1.844 Bicycle LOS B A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2670
Volume to Capacity (v/c): 0.510
Level Of Service: B
Delay (sec / veh): 15.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 4: Market Pl / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2671
Bicycle Volume [bicycles/h] 1 0 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 5 2 1 4
v_co, Outbound Pedestrian Volume crossing 4 1 2 5
v_di, Inbound Pedestrian Volume crossing m 1 2 2 2
v_do, Outbound Pedestrian Volume crossing 2 2 1 2
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 264 229 98 150 259 172 160 111 136 100 228 63 Total 15-Minute Volume [veh/h] 66 57 24 38 65 43 40 28 34 25 57 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 243 211 90 138 238 158 147 102 125 92 210 58 Right Turn on Red Volume [veh/h] 0 0 32 0 0 8 0 0 27 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 0.00 2.00 0.00 0.00 0.00 3.00 0.00 2.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 243 211 122 138 238 166 147 102 152 92 210 91 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2672
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No Yes No Yes No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 22 0 0 22 0 0 22 0 0 22 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 25 35 0 25 35 0 25 30 0 15 20 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2673
95th-Percentile Queue Length [ft/ln] 66.19 59.30 54.67 34.81 92.93 83.66 53.33 48.33 62.29 29.87 67.17 64.60 95th-Percentile Queue Length [veh/ln] 2.65 2.37 2.19 1.39 3.72 3.35 2.13 1.93 2.49 1.19 2.69 2.58 50th-Percentile Queue Length [ft/ln] 36.77 32.95 30.37 19.34 51.63 46.48 29.63 26.85 34.61 16.60 37.32 35.89 50th-Percentile Queue Length [veh/ln] 1.47 1.32 1.21 0.77 2.07 1.86 1.19 1.07 1.38 0.66 1.49 1.44 Critical Lane Group Yes No No No No Yes Yes No No No No Yes Lane Group LOS A B B A B B B B B B C C
d, Delay for Lane Group [s/veh] 9.63 14.19 14.29 8.60 17.59 17.84 12.35 18.19 19.32 11.81 20.44 20.67 X, volume / capacity 0.35 0.31 0.32 0.20 0.51 0.52 0.25 0.31 0.46 0.16 0.49 0.50 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.29 0.31 0.37 0.13 0.89 1.08 0.21 0.50 1.10 0.12 1.20 1.37 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 9.34 13.88 13.92 8.47 16.70 16.76 12.15 17.69 18.22 11.70 19.24 19.29 c, Capacity [veh/h] 746 555 492 762 449 389 637 356 297 633 306 283 s, saturation flow rate [veh/h] 1327 1900 1686 1297 1900 1647 1385 1900 1586 1386 1900 1756 (v / s)_i Volume / Saturation Flow Rate 0.20 0.09 0.09 0.12 0.12 0.12 0.12 0.06 0.09 0.07 0.08 0.08 g / C, Green / Cycle 0.48 0.29 0.29 0.48 0.24 0.24 0.36 0.19 0.19 0.36 0.16 0.16 g_i, Effective Green Time [s] 24 15 15 24 12 12 18 9 9 18 8 8 l2, Clearance Lost Time [s] 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 50 50 50 50 50 50 50 50 50 50 50 50 Lane Group L C C L C C L C C L C C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2674
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 9.63 14.22 14.29 8.60 17.62 17.84 12.35 18.19 19.32 11.81 20.52 20.67 Movement LOS A B B A B B B B B B C C
d_A, Approach Delay [s/veh] 12.18 15.36 16.27 18.32
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 15.18
Intersection LOS B
Intersection V/C 0.510
Emissions
Vehicle Miles Traveled [mph] 32.21 20.84 19.05 32.95 50.12 44.54 6.98 4.84 5.93 15.18 22.63 21.55 Stops [stops/h] 105.44 94.47 87.08 55.45 148.04 133.27 84.95 76.98 99.23 47.59 107.00 102.91 Fuel consumption [US gal/h] 2.54 2.00 1.84 1.94 3.84 3.44 1.04 0.92 1.18 1.18 2.29 2.19 CO [g/h] 177.40 139.67 128.30 135.27 268.49 240.19 72.84 64.58 82.64 82.28 159.91 153.25 NOx [g/h] 34.52 27.18 24.96 26.32 52.24 46.73 14.17 12.56 16.08 16.01 31.11 29.82 VOC [g/h] 41.11 32.37 29.73 31.35 62.23 55.67 16.88 14.97 19.15 19.07 37.06 35.52 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 15.31 15.31 15.31 15.31
I_p,int, Pedestrian LOS Score for Intersectio 2.605 2.568 2.589 2.570 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1394 1394 1195 797 d_b, Bicycle Delay [s] 2.31 2.31 4.07 9.09
I_b,int, Bicycle LOS Score for Intersection 2.074 2.046 1.918 1.909 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2675
Volume to Capacity (v/c): 0.347
Level Of Service: C
Delay (sec / veh): 30.4
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Market Pl / Portola pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2676
Bicycle Volume [bicycles/h] 2 4 6 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 2 0 0 2
v_co, Outbound Pedestrian Volume crossing 2 0 0 2
v_di, Inbound Pedestrian Volume crossing m 1 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 1 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 319 554 25 185 787 19 88 57 74 66 38 53 Total 15-Minute Volume [veh/h] 80 138 6 46 197 5 22 14 19 16 9 13 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 Total Hourly Volume [veh/h] 297 515 23 172 732 18 82 53 69 61 35 49 Right Turn on Red Volume [veh/h] 0 0 9 0 0 7 0 0 81 0 0 62 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 0.00 3.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 297 515 32 172 732 25 82 53 150 61 35 111 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2677
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 8 0 0 8 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 27 61 0 43 77 0 0 36 0 0 36 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 18 0 0 18 0 0 30 0 0 30 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.5 0.0 1.0 1.5 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 35 50 0 25 50 0 0 30 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 140
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2678
95th-Percentile Queue Length [ft/ln] 237.85 165.38 163.06 275.54 140.37 149.04 140.63 81.13 107.89 104.21 54.31 77.14 95th-Percentile Queue Length [veh/ln] 9.51 6.62 6.52 11.02 5.61 5.96 5.63 3.25 4.32 4.17 2.17 3.09 50th-Percentile Queue Length [ft/ln] 140.61 91.88 90.59 168.95 77.98 82.80 78.13 45.07 59.94 57.90 30.17 42.86 50th-Percentile Queue Length [veh/ln] 5.62 3.68 3.62 6.76 3.12 3.31 3.13 1.80 2.40 2.32 1.21 1.71 Critical Lane Group No No Yes Yes No No Yes No No No No No Lane Group LOS E B B E A B E D D E D D
d, Delay for Lane Group [s/veh] 64.10 10.80 10.81 67.40 9.89 10.10 63.45 53.37 54.79 61.20 52.72 53.73 X, volume / capacity 0.80 0.24 0.24 0.83 0.22 0.22 0.49 0.21 0.33 0.37 0.14 0.24 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.70 0.46 0.47 7.60 0.22 0.42 2.12 0.38 0.88 1.29 0.24 0.53 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 60.39 10.34 10.34 59.81 9.67 9.68 61.33 52.99 53.91 59.91 52.47 53.19 c, Capacity [veh/h] 400 1219 1199 224 2375 1231 178 272 221 178 265 225 s, saturation flow rate [veh/h] 3486 1885 1854 1795 3618 1875 1322 1900 1546 1273 1855 1570 (v / s)_i Volume / Saturation Flow Rate 0.09 0.15 0.15 0.10 0.15 0.15 0.07 0.03 0.05 0.05 0.02 0.03 g / C, Green / Cycle 0.11 0.65 0.65 0.12 0.66 0.66 0.14 0.14 0.14 0.14 0.14 0.14 g_i, Effective Green Time [s] 16 90 90 17 92 92 20 20 20 20 20 20 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 140 140 140 140 140 140 140 140 140 140 140 140 Lane Group L C C L C C L C R L C C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2679
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 64.10 10.81 10.81 67.40 9.96 10.10 63.45 53.37 54.79 61.20 52.72 53.73 Movement LOS E B B E A B E D D E D D
d_A, Approach Delay [s/veh] 29.74 20.68 57.90 56.63
Approach LOS C C E E
d_I, Intersection Delay [s/veh] 30.36
Intersection LOS C
Intersection V/C 0.347
Emissions
Vehicle Miles Traveled [mph] 75.96 69.46 68.41 39.25 112.55 58.47 13.36 8.65 11.24 2.03 1.17 1.63 Stops [stops/h] 289.28 94.51 93.18 173.79 160.43 85.17 80.37 46.36 61.65 59.55 31.04 44.08 Fuel consumption [US gal/h] 10.36 4.20 4.14 6.04 6.92 3.63 2.25 1.30 1.72 1.14 0.58 0.82 CO [g/h] 724.22 293.37 289.09 422.45 483.72 253.70 157.26 90.70 120.01 79.79 40.48 57.43 NOx [g/h] 140.91 57.08 56.25 82.19 94.11 49.36 30.60 17.65 23.35 15.52 7.88 11.17 VOC [g/h] 167.84 67.99 67.00 97.91 112.11 58.80 36.45 21.02 27.81 18.49 9.38 13.31 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 59.43 59.43 59.43 59.43
I_p,int, Pedestrian LOS Score for Intersectio 3.122 3.117 2.592 2.490 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 779 1007 443 443 d_b, Bicycle Delay [s] 26.13 17.28 42.56 42.43
I_b,int, Bicycle LOS Score for Intersection 2.308 2.109 2.055 1.740 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2680
Volume to Capacity (v/c): 0.511
Level Of Service: B
Delay (sec / veh): 12.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 6: Entertainment / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 150.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 25.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2681
Bicycle Volume [bicycles/h] 1 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 174 483 3 8 442 83 156 3 279 2 1 0 Total 15-Minute Volume [veh/h] 44 121 1 2 110 21 39 1 70 1 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 0.8900 Total Hourly Volume [veh/h] 155 430 3 7 393 74 139 3 248 2 1 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 10 0 0 25 0 0 1 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 50.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 155 430 3 7 393 84 139 3 273 2 1 1 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2682
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 9 14 0 9 14 0 0 14 0 0 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 25 45 0 25 45 0 0 12 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2683
95th-Percentile Queue Length [ft/ln] 61.04 44.18 44.10 3.35 54.43 19.35 50.04 96.88 0.78 0.26 95th-Percentile Queue Length [veh/ln] 2.44 1.77 1.76 0.13 2.18 0.77 2.00 3.88 0.03 0.01 50th-Percentile Queue Length [ft/ln] 33.91 24.55 24.50 1.86 30.24 10.75 27.80 53.82 0.43 0.15 50th-Percentile Queue Length [veh/ln] 1.36 0.98 0.98 0.07 1.21 0.43 1.11 2.15 0.02 0.01 Critical Lane Group Yes No No No Yes No No Yes No No
Lane Group LOS B A A B B B B B B B
d, Delay for Lane Group [s/veh] 17.82 8.12 8.12 19.25 11.63 10.69 14.42 15.74 18.23 11.18 X, volume / capacity 0.62 0.31 0.31 0.12 0.42 0.18 0.33 0.70 0.01 0.00 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 2.24 0.23 0.23 0.79 0.27 0.18 0.39 2.21 0.02 0.00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 15.58 7.89 7.89 18.46 11.36 10.51 14.02 13.53 18.21 11.18 c, Capacity [veh/h] 280 775 773 67 1051 469 478 403 210 473 s, saturation flow rate [veh/h] 1781 1885 1880 1810 3618 1615 1439 1618 674 1900 (v / s)_i Volume / Saturation Flow Rate 0.10 0.13 0.13 0.00 0.12 0.05 0.11 0.17 0.00 0.00 g / C, Green / Cycle 0.16 0.41 0.41 0.04 0.29 0.29 0.25 0.25 0.25 0.25 g_i, Effective Green Time [s] 6 16 16 1 11 11 10 10 10 10 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 39 39 39 39 39 39 39 39 39 39
Lane Group L C C L C R L C L C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2684
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 17.82 8.12 8.12 19.25 11.63 10.69 14.42 15.74 15.74 18.23 11.18 11.18 Movement LOS B A A B B B B B B B B B
d_A, Approach Delay [s/veh] 10.68 11.60 15.27 15.88
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 12.22
Intersection LOS B
Intersection V/C 0.511
Emissions
Vehicle Miles Traveled [mph] 39.51 55.23 55.12 0.98 53.92 10.13 6.79 12.28 0.05 0.02 Stops [stops/h] 123.85 89.65 89.49 6.80 220.91 39.26 101.54 196.57 1.58 0.53 Fuel consumption [US gal/h] 3.07 3.18 3.18 0.12 4.76 0.86 1.15 2.21 0.02 0.01 CO [g/h] 214.49 222.36 221.94 8.37 332.92 60.24 80.59 154.48 1.09 0.38 NOx [g/h] 41.73 43.26 43.18 1.63 64.77 11.72 15.68 30.06 0.21 0.07 VOC [g/h] 49.71 51.53 51.44 1.94 77.16 13.96 18.68 35.80 0.25 0.09 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 10.25 10.25 10.25 10.25
I_p,int, Pedestrian LOS Score for Intersectio 2.574 2.864 2.124 1.897 Crosswalk LOS B C B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 2283 2283 609 1522 d_b, Bicycle Delay [s] 0.39 0.39 9.54 1.13
I_b,int, Bicycle LOS Score for Intersection 2.104 2.008 2.324 1.566 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2685
Volume to Capacity (v/c): 0.583
Level Of Service: D
Delay (sec / veh): 38.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 7: Bake pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2686
Bicycle Volume [bicycles/h] 0 2 2 2
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 1
v_di, Inbound Pedestrian Volume crossing m 0 1 0 2
v_do, Outbound Pedestrian Volume crossing 0 2 0 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 114 291 57 170 334 203 279 725 105 51 575 164 Total 15-Minute Volume [veh/h] 29 73 14 43 84 51 70 181 26 13 144 41 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 0.9700 Total Hourly Volume [veh/h] 111 282 55 165 324 197 271 703 102 49 558 159 Right Turn on Red Volume [veh/h] 0 0 1 0 0 135 0 0 12 0 0 14 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 0.00 0.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 111 282 56 165 324 332 271 703 114 49 558 173 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2687
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 20 39 0 20 39 0 29 51 0 20 42 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 26 0 0 26 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 2.5 0.0 2.5 2.5 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 25 40 0 25 40 0 40 50 0 25 50 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 130
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2688
95th-Percentile Queue Length [ft/ln] 171.32 225.97 219.18 241.10 409.26 252.36 196.72 316.70 306.57 36.68 324.48 306.91 95th-Percentile Queue Length [veh/ln] 6.85 9.04 8.77 9.64 16.37 10.09 7.87 12.67 12.26 1.47 12.98 12.28 50th-Percentile Queue Length [ft/ln] 95.18 131.82 126.83 143.03 273.62 151.45 110.52 200.57 192.73 20.38 206.61 193.00 50th-Percentile Queue Length [veh/ln] 3.81 5.27 5.07 5.72 10.94 6.06 4.42 8.02 7.71 0.82 8.26 7.72 Critical Lane Group Yes No No No Yes No Yes No No No No Yes Lane Group LOS E D D E D D E C C E C C
d, Delay for Lane Group [s/veh] 61.18 48.76 48.95 61.08 54.91 47.95 57.26 21.19 21.30 60.16 26.51 26.77 X, volume / capacity 0.66 0.51 0.52 0.78 0.83 0.61 0.69 0.44 0.44 0.28 0.46 0.46 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.36 1.14 1.25 5.78 5.97 1.78 2.15 1.47 1.56 0.82 1.77 1.97 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.15 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 56.82 47.63 47.71 55.29 48.94 46.16 55.12 19.72 19.74 59.33 24.73 24.80 c, Capacity [veh/h] 172 350 330 219 402 334 403 961 915 182 842 773 s, saturation flow rate [veh/h] 1795 1885 1779 1781 1885 1567 3414 1861 1773 3514 1870 1716 (v / s)_i Volume / Saturation Flow Rate 0.06 0.09 0.10 0.10 0.18 0.13 0.08 0.23 0.23 0.01 0.21 0.21 g / C, Green / Cycle 0.10 0.19 0.19 0.12 0.21 0.21 0.12 0.52 0.52 0.05 0.45 0.45 g_i, Effective Green Time [s] 12 24 24 16 28 28 15 67 67 7 59 59 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 130 130 130 130 130 130 130 130 130 130 130 130 Lane Group L C C L C R L C C L C C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2689
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.18 48.84 48.95 61.08 54.91 47.95 57.26 21.24 21.30 60.16 26.59 26.77 Movement LOS E D D E D D E C C E C C
d_A, Approach Delay [s/veh] 51.90 54.39 30.31 28.80
Approach LOS D D C C
d_I, Intersection Delay [s/veh] 38.72
Intersection LOS D
Intersection V/C 0.583
Emissions
Vehicle Miles Traveled [mph] 32.05 49.94 47.89 38.60 75.84 46.09 23.94 36.38 34.82 12.66 95.22 88.29 Stops [stops/h] 105.39 145.96 140.43 158.37 302.97 167.69 244.74 222.08 213.40 45.12 228.77 213.70 Fuel consumption [US gal/h] 3.43 4.76 4.58 4.77 8.90 5.00 7.11 5.84 5.61 1.62 8.18 7.62 CO [g/h] 239.98 333.01 320.05 333.77 622.18 349.39 497.29 408.01 391.90 113.19 571.54 532.62 NOx [g/h] 46.69 64.79 62.27 64.94 121.05 67.98 96.75 79.38 76.25 22.02 111.20 103.63 VOC [g/h] 55.62 77.18 74.17 77.35 144.20 80.98 115.25 94.56 90.83 26.23 132.46 123.44 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 54.49 54.49 54.49 54.49
I_p,int, Pedestrian LOS Score for Intersectio 2.538 2.871 3.011 2.919 Crosswalk LOS B C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 500 500 654 515 d_b, Bicycle Delay [s] 36.59 36.62 29.50 35.88
I_b,int, Bicycle LOS Score for Intersection 1.942 2.949 2.484 2.223 Bicycle LOS A C B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 6 5 8 7 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2690
Volume to Capacity (v/c): 0.466
Level Of Service: C
Delay (sec / veh): 20.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 15: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk No No Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 210.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 600.00 100.00 100.00 500.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2691
Bicycle Volume [bicycles/h] 2 1 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 222 1080 0 360 1237 0 160 0 267 96 0 252 Total 15-Minute Volume [veh/h] 56 270 0 90 309 0 40 0 67 24 0 63 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8900 0.8900 1.0000 0.8900 0.8900 1.0000 0.8900 1.0000 0.8900 0.8900 1.0000 0.8900 Total Hourly Volume [veh/h] 198 961 0 320 1101 0 142 0 238 85 0 224 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 4.00 2.00 1.00 0.00 2.00 1.00 2.00 1.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 198 961 0 320 1101 0 142 0 238 85 0 224 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2692
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 Minimum Green [s] 10 10 0 10 10 0 15 0 0 8 0 0
Lead / Lag Lead - - Lead - - Lag - - Lag - -
Split [s] 88 50 0 68 40 0 33 0 0 38 0 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 3.0 4.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 15 0 0 15 0 10 0 0 10 0 0
Walk [s] 0 6 0 0 6 0 0 0 0 0 0 0
All red [s] 5.0 5.0 0.0 5.0 5.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 Amber [s] 3.6 5.0 0.0 3.6 5.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 Maximum Green [s] 80 40 0 60 30 0 25 0 0 30 0 0
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2693
95th-Percentile Queue Length [ft/ln] 66.81 185.70 116.46 222.78 86.97 23.97 95th-Percentile Queue Length [veh/ln] 2.67 7.43 4.66 8.91 3.48 0.96 50th-Percentile Queue Length [ft/ln] 37.12 103.17 64.70 129.48 48.32 13.32 50th-Percentile Queue Length [veh/ln] 1.48 4.13 2.59 5.18 1.93 0.53 Critical Lane Group No Yes Yes No Yes No
Lane Group LOS C B C C C C
d, Delay for Lane Group [s/veh] 25.06 18.60 27.42 20.96 23.01 21.14 X, volume / capacity 0.32 0.58 0.55 0.69 0.36 0.11
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.26 0.29 0.72 0.49 0.49 0.06 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 24.80 18.31 26.70 20.47 22.52 21.09 c, Capacity [veh/h] 703 1859 655 1786 446 873
s, saturation flow rate [veh/h] 3514 5012 3486 5176 1795 3514 (v / s)_i Volume / Saturation Flow Rate 0.06 0.22 0.10 0.24 0.09 0.03 g / C, Green / Cycle 0.20 0.37 0.19 0.34 0.25 0.25
g_i, Effective Green Time [s] 15 27 14 25 18 18
l2, Clearance Lost Time [s] 2.00 2.00 3.00 4.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 5.00 6.00 5.00 5.00 C, Cycle Length [s] 73 73 73 73 73 73
Lane Group L C L C L L
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2694
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 25.06 18.60 0.00 27.42 20.96 0.00 23.01 0.00 0.00 21.14 0.00 0.00 Movement LOS C B C C C C
d_A, Approach Delay [s/veh] 19.70 22.42 9.25 6.34
Approach LOS B C A A
d_I, Intersection Delay [s/veh] 20.14
Intersection LOS C
Intersection V/C 0.466
Emissions
Vehicle Miles Traveled [mph] 30.26 147.19 35.83 123.13 24.45 10.80 Stops [stops/h] 147.41 614.65 256.98 771.39 95.95 52.89 Fuel consumption [US gal/h] 4.41 18.45 7.15 21.24 4.11 2.17 CO [g/h] 308.12 1289.88 500.06 1484.71 287.28 151.70
NOx [g/h] 59.95 250.96 97.29 288.87 55.89 29.52
VOC [g/h] 71.41 298.94 115.89 344.10 66.58 35.16
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 10.0 10.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 26.95 26.95
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.322 2.482 Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1103 827 673 811 d_b, Bicycle Delay [s] 7.30 12.47 15.96 12.82
I_b,int, Bicycle LOS Score for Intersection 2.276 2.438 1.560 1.560 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_PM_PROJ Generated with
Item: 11
2695
Volume to Capacity (v/c): 0.284
Level Of Service: B
Delay (sec / veh): 15.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: CA-241 / Alton Pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes No No
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 65.00 65.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 300.00 100.00 100.00 400.00 160.00 100.00 100.00 410.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2696
Bicycle Volume [bicycles/h] 0 0 5 10
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 2 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 2 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 43 0 90 274 0 110 72 737 0 73 657 0 Total 15-Minute Volume [veh/h] 11 0 23 69 0 28 18 184 0 18 164 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9000 1.0000 0.9000 0.9000 1.0000 0.9000 0.9000 0.9000 1.0000 0.9000 0.9000 1.0000 Total Hourly Volume [veh/h] 39 0 81 247 0 99 65 663 0 66 591 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 8.00 2.00 2.00 0.00 2.00 2.00 3.00 0.00 2.00 0.00 0.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 39 0 81 247 0 99 65 663 0 66 591 0 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2697
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
Vehicle Extension [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 7 0 0 7 0 0 7 15 0 7 15 0
Lead / Lag Lag - - Lag - - Lead - - Lead - -
Split [s] 24 0 0 24 0 0 24 35 0 22 33 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 3.0 0.0 0.0 3.0 0.0 0.0 3.0 4.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 15 0 0 15 0
Walk [s] 0 0 0 0 0 0 0 6 0 0 6 0
All red [s] 5.0 0.0 0.0 5.0 0.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 Amber [s] 4.0 0.0 0.0 4.0 0.0 0.0 4.0 4.3 0.0 4.0 5.2 0.0 Maximum Green [s] 30 0 0 30 0 0 35 45 0 30 45 0
Auxiliary Signal Groups
Signal Group 8 0 0 4 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Unsigna Permiss Permiss Unsigna Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2698
95th-Percentile Queue Length [ft/ln] 21.91 151.12 84.49 99.24 84.03 80.50 95th-Percentile Queue Length [veh/ln] 0.88 6.04 3.38 3.97 3.36 3.22 50th-Percentile Queue Length [ft/ln] 12.17 83.96 46.94 55.14 46.68 44.72 50th-Percentile Queue Length [veh/ln] 0.49 3.36 1.88 2.21 1.87 1.79 Critical Lane Group No Yes No Yes Yes No
Lane Group LOS D D D A D A
d, Delay for Lane Group [s/veh] 42.16 46.23 48.89 9.00 47.48 7.98 X, volume / capacity 0.10 0.59 0.43 0.23 0.39 0.20
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.10 1.21 1.78 0.16 1.33 0.13 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.11 0.50
d1, Uniform Delay [s] 42.06 45.02 47.11 8.84 46.15 7.85 c, Capacity [veh/h] 434 463 166 3255 187 3349
s, saturation flow rate [veh/h] 3292 3514 1767 5176 1810 5176 (v / s)_i Volume / Saturation Flow Rate 0.01 0.08 0.04 0.14 0.04 0.13 g / C, Green / Cycle 0.13 0.13 0.09 0.63 0.10 0.65
g_i, Effective Green Time [s] 14 14 10 69 11 71
l2, Clearance Lost Time [s] 3.00 3.00 3.00 4.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 6.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane Group L L L C L C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2699
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 42.16 0.00 0.00 46.23 0.00 0.00 48.89 9.00 0.00 47.48 7.98 0.00 Movement LOS D D D A D A
d_A, Approach Delay [s/veh] 14.62 33.96 12.55 11.93
Approach LOS B C B B
d_I, Intersection Delay [s/veh] 15.52
Intersection LOS B
Intersection V/C 0.284
Emissions
Vehicle Miles Traveled [mph] 6.60 46.59 7.78 79.61 21.02 189.20 Stops [stops/h] 31.85 219.70 61.42 216.43 61.08 175.55
Fuel consumption [US gal/h] 1.43 9.94 1.92 7.34 2.35 10.10 CO [g/h] 100.00 694.66 134.18 512.94 164.05 705.85
NOx [g/h] 19.46 135.16 26.11 99.80 31.92 137.33
VOC [g/h] 23.18 160.99 31.10 118.88 38.02 163.59
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 10.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 45.48 45.48 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.203 2.324 0.000 0.000 Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 273 273 467 414 d_b, Bicycle Delay [s] 41.05 41.05 32.41 34.76
I_b,int, Bicycle LOS Score for Intersection 1.560 1.560 2.005 1.961 Bicycle LOS A A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2700
Volume to Capacity (v/c): 0.374
Level Of Service: B
Delay (sec / veh): 17.9
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: Alton Pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 45.00 50.00 50.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 300.00 100.00 180.00 150.00 100.00 150.00 350.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 0 1 0 0
Lane Width [ft] 10.00 12.00 12.00 10.00 12.00 12.00 11.00 11.00 11.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2701
Bicycle Volume [bicycles/h] 4 2 4 6
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 1 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 1 0
v_di, Inbound Pedestrian Volume crossing m 2 2 2 2
v_do, Outbound Pedestrian Volume crossing 2 2 2 2
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 473 45 40 25 38 16 128 468 525 99 375 13 Total 15-Minute Volume [veh/h] 118 11 10 6 10 4 32 117 131 25 94 3 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 435 41 37 23 35 15 118 431 483 91 345 12 Right Turn on Red Volume [veh/h] 0 0 16 0 0 14 0 0 0 0 0 4 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 3.00 0.00 0.00 3.00 7.00 5.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 435 41 53 23 35 29 118 431 483 91 345 16 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2702
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 8 0 5 8 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 30 0 0 30 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 30 35 0 25 30 0 30 45 0 25 45 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Unsigna Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2703
95th-Percentile Queue Length [ft/ln] 129.75 19.16 17.11 15.25 20.20 8.47 73.88 67.89 58.08 57.14 60.49 95th-Percentile Queue Length [veh/ln] 5.19 0.77 0.68 0.61 0.81 0.34 2.96 2.72 2.32 2.29 2.42 50th-Percentile Queue Length [ft/ln] 72.08 10.64 9.50 8.47 11.22 4.71 41.04 37.72 32.26 31.75 33.61 50th-Percentile Queue Length [veh/ln] 2.88 0.43 0.38 0.34 0.45 0.19 1.64 1.51 1.29 1.27 1.34 Critical Lane Group Yes No No No Yes No Yes No No No Yes Lane Group LOS C B B C C C C B C B B
d, Delay for Lane Group [s/veh] 22.55 15.99 16.01 27.82 23.47 23.13 26.77 18.29 27.45 19.09 19.28 X, volume / capacity 0.62 0.08 0.09 0.20 0.15 0.08 0.54 0.34 0.49 0.29 0.29 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.81 0.07 0.08 0.77 0.25 0.15 1.93 0.14 1.78 0.18 0.36 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 21.74 15.92 15.93 27.05 23.22 22.98 24.84 18.14 25.66 18.91 18.92 c, Capacity [veh/h] 768 538 461 126 261 211 236 1388 204 880 452 s, saturation flow rate [veh/h] 3514 1855 1591 1810 1855 1499 1738 5176 1810 3589 1845 (v / s)_i Volume / Saturation Flow Rate 0.13 0.02 0.03 0.01 0.02 0.01 0.07 0.09 0.05 0.07 0.07 g / C, Green / Cycle 0.22 0.29 0.29 0.07 0.14 0.14 0.14 0.27 0.11 0.25 0.25 g_i, Effective Green Time [s] 13 18 18 4 9 9 8 17 7 15 15 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 61 61 61 61 61 61 61 61 61 61 61
Lane Group L C R L C R L C L C C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2704
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 22.55 15.99 16.01 27.82 23.47 23.13 26.77 18.29 0.00 27.45 19.15 19.28 Movement LOS C B B C C C C B C B B
d_A, Approach Delay [s/veh] 21.55 24.78 11.11 20.84
Approach LOS C C B C
d_I, Intersection Delay [s/veh] 17.88
Intersection LOS B
Intersection V/C 0.374
Emissions
Vehicle Miles Traveled [mph] 103.89 9.88 8.79 1.44 2.19 0.92 36.86 134.78 1.88 4.84 2.52 Stops [stops/h] 337.90 24.95 22.27 19.86 26.31 11.03 96.20 265.20 75.62 148.82 78.77 Fuel consumption [US gal/h] 8.67 0.71 0.63 0.44 0.58 0.24 3.41 10.33 1.78 3.44 1.81 CO [g/h] 606.18 49.68 44.23 30.61 40.80 17.07 238.26 721.79 124.19 240.31 126.83 NOx [g/h] 117.94 9.67 8.60 5.96 7.94 3.32 46.36 140.43 24.16 46.76 24.68 VOC [g/h] 140.49 11.51 10.25 7.09 9.46 3.96 55.22 167.28 28.78 55.69 29.39 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 20.70 20.70 20.70 20.70
I_p,int, Pedestrian LOS Score for Intersectio 2.589 2.233 3.004 2.820 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1139 977 1465 1465 d_b, Bicycle Delay [s] 5.70 8.05 2.20 2.21
I_b,int, Bicycle LOS Score for Intersection 2.507 1.713 1.887 1.830 Bicycle LOS B A A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2705
Volume to Capacity (v/c): 0.636
Level Of Service: B
Delay (sec / veh): 18.4
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 4: Market Pl / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 30.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.21 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 180.00 100.00 100.00 185.00 100.00 100.00 100.00 100.00 100.00 175.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 10.00 11.00 12.00 11.00 11.00 11.00 10.00 10.00 12.00 10.00 10.00 10.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2706
Bicycle Volume [bicycles/h] 1 1 0 1
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 1 1 0
v_co, Outbound Pedestrian Volume crossing 0 1 1 1
v_di, Inbound Pedestrian Volume crossing m 1 1 2 1
v_do, Outbound Pedestrian Volume crossing 2 1 1 1
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 413 228 89 164 264 237 199 154 181 94 260 68 Total 15-Minute Volume [veh/h] 103 57 22 41 66 59 50 38 45 23 65 17 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 392 217 85 156 251 225 189 146 172 89 247 65 Right Turn on Red Volume [veh/h] 0 0 41 0 0 28 0 0 29 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 1.00 1.00 0.00 1.00 1.00 3.00 2.00 0.00 0.00 1.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 392 217 126 156 251 253 189 146 201 89 247 98 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2707
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No Yes No Yes No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 9 14 0 9 14 0 9 14 0 9 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 22 0 0 22 0 0 22 0 0 22 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 4.0 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 25 35 0 25 35 0 25 30 0 15 20 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss ProtPer Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2708
95th-Percentile Queue Length [ft/ln] 147.81 66.48 60.84 46.18 144.38 133.48 85.48 81.91 101.61 36.77 98.77 95.04 95th-Percentile Queue Length [veh/ln] 5.91 2.66 2.43 1.85 5.78 5.34 3.42 3.28 4.06 1.47 3.95 3.80 50th-Percentile Queue Length [ft/ln] 82.12 36.93 33.80 25.66 80.21 74.16 47.49 45.51 56.45 20.43 54.87 52.80 50th-Percentile Queue Length [veh/ln] 3.28 1.48 1.35 1.03 3.21 2.97 1.90 1.82 2.26 0.82 2.19 2.11 Critical Lane Group Yes No No No No Yes Yes No No No No Yes Lane Group LOS B B B A C C B C C B C C
d, Delay for Lane Group [s/veh] 12.98 14.51 14.55 9.06 22.53 23.42 15.53 21.37 22.84 14.47 25.61 25.97 X, volume / capacity 0.56 0.26 0.26 0.22 0.62 0.66 0.34 0.39 0.54 0.18 0.57 0.59 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.57 0.20 0.23 0.14 1.44 2.07 0.34 0.63 1.36 0.16 1.76 2.05 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.26 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 11.41 14.30 14.32 8.92 21.09 21.34 15.19 20.74 21.48 14.31 23.85 23.92 c, Capacity [veh/h] 742 650 584 757 429 359 586 395 335 534 293 271 s, saturation flow rate [veh/h] 1342 1885 1693 1261 1885 1577 1398 1900 1608 1293 1900 1753 (v / s)_i Volume / Saturation Flow Rate 0.31 0.09 0.09 0.13 0.14 0.15 0.14 0.08 0.11 0.07 0.09 0.09 g / C, Green / Cycle 0.51 0.34 0.34 0.51 0.23 0.23 0.36 0.21 0.21 0.36 0.15 0.15 g_i, Effective Green Time [s] 31 21 21 31 14 14 22 13 13 22 9 9 l2, Clearance Lost Time [s] 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 61 61 61 61 61 61 61 61 61 61 61 61 Lane Group L C C L C C L C C L C C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2709
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 12.98 14.52 14.55 9.06 22.53 23.42 15.53 21.37 22.84 14.47 25.74 25.97 Movement LOS B B B A C C B C C B C C
d_A, Approach Delay [s/veh] 13.65 19.52 19.69 23.27
Approach LOS B B B C
d_I, Intersection Delay [s/veh] 18.41
Intersection LOS B
Intersection V/C 0.636
Emissions
Vehicle Miles Traveled [mph] 50.39 20.24 18.44 36.02 57.98 52.05 12.53 9.70 11.40 14.27 25.52 24.28 Stops [stops/h] 195.16 87.78 80.33 60.98 190.63 176.24 112.87 108.15 134.16 48.55 130.41 125.48 Fuel consumption [US gal/h] 4.48 1.92 1.75 2.13 4.85 4.44 1.77 1.67 2.05 1.19 2.83 2.71 CO [g/h] 313.08 134.29 122.65 149.18 339.30 310.29 123.60 116.49 143.42 82.89 197.78 189.75 NOx [g/h] 60.91 26.13 23.86 29.02 66.02 60.37 24.05 22.66 27.90 16.13 38.48 36.92 VOC [g/h] 72.56 31.12 28.42 34.57 78.64 71.91 28.65 27.00 33.24 19.21 45.84 43.98 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 20.29 20.29 20.29 20.29
I_p,int, Pedestrian LOS Score for Intersectio 2.673 2.648 2.869 2.618 Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1155 1155 990 660 d_b, Bicycle Delay [s] 5.41 5.41 7.72 13.60
I_b,int, Bicycle LOS Score for Intersection 2.196 2.131 2.024 1.935 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2710
Volume to Capacity (v/c): 0.258
Level Of Service: C
Delay (sec / veh): 34.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Market Pl / Portola pkwy
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 375.00 100.00 100.00 205.00 100.00 100.00 205.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 2 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2711
Bicycle Volume [bicycles/h] 15 12 1 5
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 2 2 0
v_co, Outbound Pedestrian Volume crossing 0 2 2 0
v_di, Inbound Pedestrian Volume crossing m 2 17 2 18
v_do, Outbound Pedestrian Volume crossing 2 18 2 17
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 335 383 42 116 452 17 75 73 83 70 52 38 Total 15-Minute Volume [veh/h] 84 96 10 29 113 4 19 18 21 17 13 9 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 0.9300 Total Hourly Volume [veh/h] 312 356 39 108 420 16 70 68 77 65 48 35 Right Turn on Red Volume [veh/h] 0 0 7 0 0 16 0 0 71 0 0 33 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 312 356 46 108 420 32 70 68 148 65 48 68 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2712
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 8 0 0 8 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 27 61 0 43 77 0 0 36 0 0 36 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 18 0 0 18 0 0 30 0 0 30 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.5 0.0 1.0 1.5 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 35 50 0 25 50 0 0 30 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 34.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 140
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2713
95th-Percentile Queue Length [ft/ln] 246.98 122.17 118.46 191.69 92.92 98.38 108.41 97.42 112.75 103.63 61.42 59.14 95th-Percentile Queue Length [veh/ln] 9.88 4.89 4.74 7.67 3.72 3.94 4.34 3.90 4.51 4.15 2.46 2.37 50th-Percentile Queue Length [ft/ln] 147.42 67.87 65.81 106.91 51.62 54.66 60.23 54.12 62.64 57.57 34.12 32.85 50th-Percentile Queue Length [veh/ln] 5.90 2.71 2.63 4.28 2.06 2.19 2.41 2.16 2.51 2.30 1.36 1.31 Critical Lane Group Yes No No No No Yes Yes No No No No No Lane Group LOS E B B E B B D D D D D D
d, Delay for Lane Group [s/veh] 63.71 10.91 10.93 69.78 12.35 12.49 53.53 47.42 48.30 54.49 46.63 46.90 X, volume / capacity 0.80 0.18 0.18 0.75 0.14 0.14 0.30 0.20 0.27 0.30 0.12 0.15 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.65 0.33 0.35 7.21 0.14 0.27 0.66 0.26 0.47 0.69 0.15 0.22 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 60.06 10.58 10.58 62.57 12.21 12.22 52.87 47.16 47.83 53.79 46.48 46.68 c, Capacity [veh/h] 417 1195 1150 154 2156 1109 251 370 306 236 370 301 s, saturation flow rate [veh/h] 3514 1885 1813 1810 3589 1846 1270 1900 1572 1245 1900 1546 (v / s)_i Volume / Saturation Flow Rate 0.10 0.11 0.12 0.06 0.09 0.09 0.06 0.04 0.05 0.06 0.02 0.03 g / C, Green / Cycle 0.12 0.63 0.63 0.08 0.60 0.60 0.20 0.20 0.20 0.20 0.20 0.20 g_i, Effective Green Time [s] 17 89 89 12 84 84 27 27 27 27 27 27 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 140 140 140 140 140 140 140 140 140 140 140 140 Lane Group L C C L C C L C R L C C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2714
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 63.71 10.92 10.93 69.78 12.40 12.49 53.53 47.42 48.30 54.49 46.66 46.90 Movement LOS E B B E B B D D D D D D
d_A, Approach Delay [s/veh] 34.19 23.78 49.72 50.14
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 34.22
Intersection LOS C
Intersection V/C 0.258
Emissions
Vehicle Miles Traveled [mph] 76.22 49.15 47.55 24.61 65.51 34.00 11.39 11.08 12.60 2.15 1.41 1.35 Stops [stops/h] 303.34 69.83 67.71 109.99 106.23 56.23 61.96 55.68 64.45 59.23 35.10 33.80 Fuel consumption [US gal/h] 10.73 3.03 2.94 3.86 4.34 2.27 1.72 1.55 1.78 1.10 0.63 0.61 CO [g/h] 749.82 211.97 205.26 269.68 303.53 158.82 120.02 108.04 124.48 76.88 44.37 42.65 NOx [g/h] 145.89 41.24 39.94 52.47 59.06 30.90 23.35 21.02 24.22 14.96 8.63 8.30 VOC [g/h] 173.78 49.13 47.57 62.50 70.35 36.81 27.82 25.04 28.85 17.82 10.28 9.88 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 59.42 59.42 59.42 59.42
I_p,int, Pedestrian LOS Score for Intersectio 3.026 2.981 2.586 2.438 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 779 1007 443 443 d_b, Bicycle Delay [s] 26.29 17.34 42.44 42.52
I_b,int, Bicycle LOS Score for Intersection 2.192 1.890 2.058 1.719 Bicycle LOS B A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2715
Volume to Capacity (v/c): 0.625
Level Of Service: B
Delay (sec / veh): 14.8
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 6: Entertainment / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 150.00 100.00 100.00 150.00 100.00 170.00 100.00 100.00 100.00 25.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 10.00 10.00 12.00 12.00 11.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2716
Bicycle Volume [bicycles/h] 0 3 3 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 1 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 1
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 291 609 1 12 450 103 170 4 343 1 0 1 Total 15-Minute Volume [veh/h] 73 152 0 3 113 26 43 1 86 0 0 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 0.9400 Total Hourly Volume [veh/h] 274 572 1 11 423 97 160 4 322 1 0 1 Right Turn on Red Volume [veh/h] 0 0 0 0 0 12 0 0 37 0 0 2 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 274 572 1 11 423 109 160 4 359 1 0 3 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2717
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Split [s] 9 14 0 9 14 0 0 14 0 0 14 0
Phasing & Timing: Free Running (No Pattern)
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.5 0.0 4.0 4.5 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 25 45 0 25 45 0 0 12 0 0 30 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Active Pattern Free Running (No Pattern)
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2718
95th-Percentile Queue Length [ft/ln] 120.18 71.92 71.88 6.11 79.14 34.52 65.76 153.76 0.49 0.32 95th-Percentile Queue Length [veh/ln] 4.81 2.88 2.88 0.24 3.17 1.38 2.63 6.15 0.02 0.01 50th-Percentile Queue Length [ft/ln] 66.77 39.95 39.93 3.39 43.97 19.18 36.53 85.42 0.27 0.18 50th-Percentile Queue Length [veh/ln] 2.67 1.60 1.60 0.14 1.76 0.77 1.46 3.42 0.01 0.01 Critical Lane Group Yes No No No Yes No No Yes No No
Lane Group LOS B A A C B B B B C B
d, Delay for Lane Group [s/veh] 19.12 9.22 9.22 22.99 15.60 14.51 16.05 19.30 22.24 12.40 X, volume / capacity 0.72 0.37 0.37 0.18 0.51 0.26 0.35 0.80 0.01 0.00 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 2.38 0.28 0.28 1.21 0.45 0.36 0.43 3.47 0.01 0.00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 16.74 8.94 8.94 21.77 15.15 14.15 15.63 15.83 22.23 12.39 c, Capacity [veh/h] 406 817 817 68 886 389 488 433 180 439 s, saturation flow rate [veh/h] 1810 1885 1884 1810 3589 1575 1439 1595 1050 1615 (v / s)_i Volume / Saturation Flow Rate 0.16 0.16 0.16 0.01 0.13 0.07 0.12 0.22 0.00 0.00 g / C, Green / Cycle 0.22 0.43 0.43 0.04 0.25 0.25 0.27 0.27 0.27 0.27 g_i, Effective Green Time [s] 10 20 20 2 12 12 13 13 13 13 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 47 47 47 47 47 47 47 47 47 47
Lane Group L C C L C R L C L C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2719
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 19.12 9.22 9.22 22.99 15.60 14.51 16.05 19.30 19.30 22.24 12.40 12.40 Movement LOS B A A C B B B B B C B B
d_A, Approach Delay [s/veh] 12.42 15.56 18.23 17.32
Approach LOS B B B B
d_I, Intersection Delay [s/veh] 14.83
Intersection LOS B
Intersection V/C 0.625
Emissions
Vehicle Miles Traveled [mph] 66.07 69.27 69.23 1.46 54.90 12.57 7.40 15.11 0.02 0.02 Stops [stops/h] 206.57 123.61 123.55 10.50 272.05 59.34 113.03 264.28 0.84 0.54 Fuel consumption [US gal/h] 5.20 4.14 4.14 0.19 5.57 1.23 1.32 3.06 0.01 0.01 CO [g/h] 363.79 289.59 289.42 13.34 389.16 85.94 92.41 213.63 0.62 0.40 NOx [g/h] 70.78 56.34 56.31 2.60 75.72 16.72 17.98 41.56 0.12 0.08 VOC [g/h] 84.31 67.11 67.08 3.09 90.19 19.92 21.42 49.51 0.14 0.09 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 13.57 13.57 13.57 13.57
I_p,int, Pedestrian LOS Score for Intersectio 2.657 2.931 2.215 1.911 Crosswalk LOS B C B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1934 1934 516 1289 d_b, Bicycle Delay [s] 0.03 0.03 12.84 2.94
I_b,int, Bicycle LOS Score for Intersection 2.303 2.036 2.474 1.566 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2720
Volume to Capacity (v/c): 0.590
Level Of Service: D
Delay (sec / veh): 37.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 7: Bake pkwy / Town Center Dr
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.01 -0.02
Speed [mph] 35.00 35.00 45.00 45.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 155.00 100.00 100.00 245.00 100.00 100.00 290.00 100.00 100.00 155.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 2 0 0 2 0 0
Lane Width [ft] 10.00 12.00 12.00 11.00 12.00 12.00 10.00 12.00 12.00 10.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2721
Bicycle Volume [bicycles/h] 0 3 1 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 1 0 1 1
v_do, Outbound Pedestrian Volume crossing 1 1 1 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 60 384 24 178 339 178 351 457 70 51 598 185 Total 15-Minute Volume [veh/h] 15 96 6 44 85 44 88 114 17 13 149 46 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 0.9900 Total Hourly Volume [veh/h] 59 380 24 176 336 176 347 452 69 50 592 183 Right Turn on Red Volume [veh/h] 0 0 32 0 0 200 0 0 15 0 0 46 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 59 380 56 176 336 376 347 452 84 50 592 229 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2722
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 23 35 0 18 30 0 23 47 0 20 44 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 26 0 0 26 0 0 20 0 0 20 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
All red [s] 2.5 2.5 0.0 2.5 2.5 0.0 2.5 3.0 0.0 2.5 3.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 4.0 5.5 0.0 4.0 5.5 0.0 Maximum Green [s] 25 40 0 25 40 0 40 50 0 25 50 0
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 75.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2723
95th-Percentile Queue Length [ft/ln] 83.67 247.93 245.29 240.91 379.63 206.95 219.05 179.76 172.16 33.41 322.31 302.88 95th-Percentile Queue Length [veh/ln] 3.35 9.92 9.81 9.64 15.19 8.28 8.76 7.19 6.89 1.34 12.89 12.12 50th-Percentile Queue Length [ft/ln] 46.48 148.13 146.16 142.89 249.98 117.91 126.73 99.87 95.65 18.56 204.92 189.89 50th-Percentile Queue Length [veh/ln] 1.86 5.93 5.85 5.72 10.00 4.72 5.07 3.99 3.83 0.74 8.20 7.60 Critical Lane Group Yes No No No Yes No Yes No No No No Yes Lane Group LOS E D D E D D D B B E C C
d, Delay for Lane Group [s/veh] 58.00 49.51 49.64 60.72 49.22 42.55 51.86 16.17 16.22 55.11 25.47 25.67 X, volume / capacity 0.52 0.66 0.67 0.84 0.82 0.52 0.74 0.27 0.27 0.26 0.48 0.49 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.57 2.44 2.53 8.76 4.42 1.19 2.26 0.68 0.72 0.71 1.99 2.17 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.12 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 54.43 47.08 47.11 51.97 44.80 41.36 49.60 15.49 15.50 54.39 23.48 23.49 c, Capacity [veh/h] 116 310 303 211 413 345 475 987 938 194 841 774 s, saturation flow rate [veh/h] 1810 1885 1846 1810 1900 1591 3414 1861 1768 3514 1885 1734 (v / s)_i Volume / Saturation Flow Rate 0.03 0.11 0.11 0.10 0.18 0.11 0.10 0.14 0.15 0.01 0.22 0.22 g / C, Green / Cycle 0.06 0.16 0.16 0.12 0.22 0.22 0.14 0.53 0.53 0.06 0.45 0.45 g_i, Effective Green Time [s] 8 20 20 14 26 26 17 64 64 7 54 54 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C R L C C L C C
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2724
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 58.00 49.57 49.64 60.72 49.22 42.55 51.86 16.19 16.22 55.11 25.53 25.67 Movement LOS E D D E D D D B B E C C
d_A, Approach Delay [s/veh] 50.65 50.46 30.45 27.37
Approach LOS D D C C
d_I, Intersection Delay [s/veh] 37.68
Intersection LOS D
Intersection V/C 0.590
Emissions
Vehicle Miles Traveled [mph] 16.87 57.79 56.92 40.42 76.97 40.42 30.11 23.13 22.08 13.59 108.62 100.09 Stops [stops/h] 55.75 177.67 175.30 171.38 299.82 141.42 304.01 119.78 114.72 44.52 245.78 227.75 Fuel consumption [US gal/h] 1.77 5.61 5.53 5.03 8.58 4.15 8.52 3.17 3.03 1.59 8.89 8.22 CO [g/h] 123.75 392.12 386.73 351.51 600.00 289.76 595.27 221.54 212.01 111.24 621.51 574.85 NOx [g/h] 24.08 76.29 75.24 68.39 116.74 56.38 115.82 43.10 41.25 21.64 120.92 111.85 VOC [g/h] 28.68 90.88 89.63 81.47 139.06 67.16 137.96 51.34 49.14 25.78 144.04 133.23 Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.53 49.53 49.53 49.53
I_p,int, Pedestrian LOS Score for Intersectio 2.581 3.022 2.958 2.915 Crosswalk LOS B C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 475 391 641 591 d_b, Bicycle Delay [s] 34.91 38.89 27.72 29.78
I_b,int, Bicycle LOS Score for Intersection 1.972 3.036 2.296 2.286 Bicycle LOS A C B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 2 1 4 3 - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2725
Volume to Capacity (v/c): 0.359
Level Of Service: B
Delay (sec / veh): 18.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 15: CA-241 / Portola Pkwy
Intersection Level Of Service Report
Crosswalk No No Yes Yes
Curb Present Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 50.00 50.00 65.00 65.00
Exit Pocket Length [ft] 0.00 0.00 210.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 600.00 100.00 100.00 500.00 100.00 100.00 100.00 100.00 400.00 100.00 100.00 300.00 No. of Lanes in Entry Pocket 2 0 0 2 0 0 0 0 1 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name
Intersection Setup
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2726
Bicycle Volume [bicycles/h] 3 8 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 166 1014 0 221 900 0 87 0 188 80 0 203 Total 15-Minute Volume [veh/h] 41 253 0 55 225 0 22 0 47 20 0 51 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9400 0.9400 1.0000 0.9400 0.9400 1.0000 0.9400 1.0000 0.9400 0.9400 1.0000 0.9400 Total Hourly Volume [veh/h] 156 953 0 208 846 0 82 0 177 75 0 191 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 0.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 0.00 2.00 0.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 156 953 0 208 846 0 82 0 177 75 0 191 Name
Volumes
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2727
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 Minimum Green [s] 10 10 0 10 10 0 15 0 0 8 0 0
Lead / Lag Lead - - Lead - - Lag - - Lag - -
Split [s] 88 50 0 68 40 0 33 0 0 38 0 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 3.0 4.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 0 0 0 0 0
Walk [s] 0 7 0 0 7 0 0 0 0 0 0 0
All red [s] 5.0 5.0 0.0 5.0 5.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 Amber [s] 3.6 5.0 0.0 3.6 5.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 Maximum Green [s] 80 40 0 60 30 0 25 0 0 30 0 0
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 4 0 0 8 0 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Unsigna Phasing & Timing (Basic)
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 25.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
Item: 11
2728
95th-Percentile Queue Length [ft/ln] 41.22 156.60 57.02 143.08 39.37 17.33 95th-Percentile Queue Length [veh/ln] 1.65 6.26 2.28 5.72 1.57 0.69 50th-Percentile Queue Length [ft/ln] 22.90 87.00 31.68 79.49 21.87 9.63 50th-Percentile Queue Length [veh/ln] 0.92 3.48 1.27 3.18 0.87 0.39 Critical Lane Group No Yes Yes No Yes No
Lane Group LOS C B C B C B
d, Delay for Lane Group [s/veh] 21.09 18.02 22.15 18.93 20.05 19.35 X, volume / capacity 0.22 0.58 0.31 0.56 0.20 0.10
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.14 0.31 0.24 0.31 0.23 0.05 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 20.95 17.71 21.91 18.63 19.82 19.30 c, Capacity [veh/h] 764 1744 720 1609 429 840
s, saturation flow rate [veh/h] 3514 5135 3486 5135 1795 3514 (v / s)_i Volume / Saturation Flow Rate 0.05 0.20 0.06 0.18 0.05 0.02 g / C, Green / Cycle 0.22 0.34 0.21 0.31 0.24 0.24
g_i, Effective Green Time [s] 14 22 13 20 16 16
l2, Clearance Lost Time [s] 2.00 2.00 3.00 4.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 5.00 6.00 5.00 5.00 C, Cycle Length [s] 65 65 65 65 65 65
Lane Group L C L C L L
Lane Group Calculations
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 21.09 18.02 0.00 22.15 18.93 0.00 20.05 0.00 0.00 19.35 0.00 0.00 Movement LOS C B C B C B
d_A, Approach Delay [s/veh] 18.45 19.56 6.61 5.71
Approach LOS B B A A
d_I, Intersection Delay [s/veh] 18.13
Intersection LOS B
Intersection V/C 0.359
Emissions
Vehicle Miles Traveled [mph] 28.87 176.35 18.98 77.28 6.97 3.50 Stops [stops/h] 101.44 577.99 140.31 528.11 48.44 42.64 Fuel consumption [US gal/h] 3.24 18.50 3.79 14.16 1.86 1.55 CO [g/h] 226.22 1292.84 264.59 989.94 130.03 108.07
NOx [g/h] 44.01 251.54 51.48 192.61 25.30 21.03
VOC [g/h] 52.43 299.63 61.32 229.43 30.14 25.05
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 22.44 22.44
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.247 2.409 Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1230 923 750 904 d_b, Bicycle Delay [s] 4.82 9.47 12.69 9.76
I_b,int, Bicycle LOS Score for Intersection 2.209 2.176 1.560 1.560 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 8 - - - - - - - - - - - - -
Ring 1 1 2 4 - - - - - - - - - - - - -
Sequence
10/30/2025
Sam Godon
Version 2024 (SP 0-1) Foothill Ranch Costco Scenario 4: 4 28_SAT_PROJ Generated with
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PC Attachment 6
Item: 11
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PROJECT DATA DRAWING INDEX VICINITY MAP PROJECT DESCRIPTION SCOPE OF WORK PROJECT DIRECTORYGENERAL NOTES EXCEPTIONS REQUESTED FHRBA NOTES 26602 TOWNE CENTRE DRIVE LAKE FOREST, CALIFORNIA, 92610 TS-01 TITLE SHEET ARCHITECTURAL DD11-01 OVERALL SITE PLAN DD12-01 DEMOLITION SITE PLAN DD13-01 CONCEPT SITE PLAN DD14-01 TRUCK ROUTE PLAN DD15-01 ENLARGED SOLAR PLAN DD16-01 SITE DETAILS CIVIL 1 OF 12 CONCEPTUAL SITE PLAN LANDSCAPE L11-01 PRELIMINARY LANDSCAPE PLAN OWNER COSTCO WHOLESALE 730 LAKE DR. ISSAQUAH, WA 98027 T: 425.313.8100 DIRECT: 714.978.5023 CONTACT: MIKE OKUMA 1101 SECOND AVE. SUITE 100 SEATTLE, WA 98101 T: 206.962.6500 PROJECT MANAGER: TERRY ODLE ARCHITECT MG2 1100 W. TOWN AND COUNTRY ROAD SUITE 700 ORANGE, CA 92868 T: 714.939.1030 CIVIL ENGINEER KIMLEY-HORN AND ASSOCIATES 1700 PACIFIC COAST HWY, SUITE C SEAL BEACH, CA 90740 T: 562.424.8181, EXT 112 LANDSCAPE ARCHITECT CUMMINGS - CURLEY AND ASSOCIATES 830 N. RIVERSIDE DR. SUITE 200 RENTON, WA 98057 T: (425) 970-3753 ELECTRICAL ENGINEER TEI - ELECTRICAL 610 SW ALDER STREET SUITE 450 PORTLAND, OR T: 503.535.7448 TRAFFIC ENGINEER KITTELSON & ASSOCIATES BUILDING: CONSTRUCT NEW ONE-STORY RETAIL WAREHOUSE BUILDING OCCUPANCY: M - MERCANTILE CONSTRUCTION TYPE: TYPE VB, SPRINKLERED UNLIMITED BUILDING AREA: ONE-STORY, SPRINKLERED, WITH 60'-0" MINIMUM SIDE YARDS ALL SIDES GRADING, CURB, SIDEWALK, PAVEMENT, STRIPING/ARROWS, LANDSCAPING, IRRIGATION, AND RETAINING WALL. THIS PROJECT IS A (165,068) SQUARE FEET, ONE STORY RETAIL WAREHOUSE (MERCANTILE OCCUPANCY) BUILDING INCLUDING ON-SITE IMPROVEMENTS INCLUDING CURB, SIDEWALK, PAVING, STRIPING, LANDSCAPING, IRRIGATION, AND SITE LIGHTING. THE PROJECT ALSO INCLUDES SOLAR PANEL SHADE STRUCTURES CONSTRUCTED WITHIN THE PARKING LOT. THIS SCOPE WILL HAVE A SEPARATE BUILDING PERMIT. THE PROJECT WILL ALSO INCLUDE EV PARKING STALLS, CHARGERS AND ASSOCIATED EQUIPMENT. THIS SCOPE OF WORK WILL ALSO HAVE A SEPARATE BUILDING PERMIT. © MG2, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. 26602 TOWNE CENTRE DRIVE FOOTHILL RANCH, CA 24-6029-01 JANUARY 16, 2026 TITLE SHEET TS-01 COSTCO SITE JOHN WAYNE AIRPORT (SNA)5 55 133241 241 261 73 405 IRVINE COSTA MESA LAKE FOREST MISSION VIEJO FOOTHILL RANCH SANTA ANA TUSTIN NOTES: 1. OPEN SPACE: EXISTING OPEN SPACE IS 10.25%. PROPOSED OPEN SPACE IS 9.07%. THIS PROJECT IS REQUESTING AN EXCEPTION TO THE CURRENT 25% OPEN SPACE REQUIREMENT. 2. THIS PROJECT IS REQUESTING AN EXCEPTION TO MEETING THE EXTERIOR ELEVATION DESIGN GUIDELINE REQUIRING MINOR MASSING BREAKS AT LEAST EVERY 50 FEET ALONG THE STREET FRONTAGE. MINOR BREAKS SHALL BE A MINIMUM OF 12 INCH HORIZONTAL OFFSET AND 4 FEET WIDE AND EXTEND THE FULL HEIGHT OF BUILDING. THE PROPOSED COSTCO ELEVATIONS PROPOSE 4 INCH MINOR MASSING BREAKS ALONG THE NORTH, SOUTH, AND EAST ELEVATIONS. THE MAXIMUM WALL LENGTH WITHOUT A 4 INCH FULL HEIGHT OFFSET IS 100'-2" ON THE NORTH ELEVATION AND 90'-8" ALONG THE EAST ELEVATION. THE NORTH, SOUTH, AND EAST ELEVATIONS ALSO PROPOSE ADDITIONAL ELEMENTS OF DECORATIVE PERFORATED FLAT PANELS THAT PROJECT OUT AN ADDITIONAL 12 INCHES FROM THESE 4-INCH MASSING BREAKS. 3. THIS PROJECT IS REQUESTING AN EXCEPTION TO MEETING THE EXTERIOR ELEVATION DESIGN GUIDELINE REQUIRING VERTICAL CHANGES OF ROOF TYPE OR STEPS AT THE PARAPETS AT LEAST EVERY 50 FEET ALONG THE STREET FRONTAGE. THE PROPOSED COSTCO ELEVATIONS PROPOSE STEPS AT THE PARAPET WALLS ALONG THE NORTH, SOUTH, AND EAST ELEVATIONS. THE MAXIMUM WALL LENGTH ON THE NORTH ELEVATION WITHOUT A STEP IS 60'-2". THE SOUTH ELEVATION MAXIMUM WALL LENGTH WITHOUT A STEP IS 60'-0". THE EAST ELEVATION MAXIMUM WALL LENGTH WITHOUT A STEP IS 90'-8". PARKING DATA: 10' WIDE STALLS ACCESSIBLE STALLS INCLUDING (4) VAN STALLS BUILDING DATA: NUMBER OF STALLS PER 1000 SF OF BUILDING AREA: TOTAL PROPOSED PARKING: ## INCLUDES: 913 STALLS 647 STALLS 21 STALLS 5.66 STALLS PARKING REQUIRED BY AHJ: 1 STALL/200 SF: 807 STALLS TOTAL BUILDING AREA: 161,295 SF OPEN ENTRY CANOPY AREA: 3,773 SF TOTAL BUILDING COVERAGE: 165,068 SF OCCUPANCY: M - MERCANTILE CONSTRUCTION TYPE: TYPE - VB - SPRINKLERED 60' - 0" MINIMUM SETBACKS ONE STORY UNLIMITED BUILDING AREA BOUNDARY INFORMATION: THIS PLAN HAS BEEN PREPARED USING ALTA SURVEY BY KIMLEY-HORN ENGINEERING 02/04/2025 FAR (FLOOR AREA RATIO): 0.23 COSTCO SITE AREA: 16.28 ACRES (709,103 SF) JURISDICTION: EXISTING ZONING: CITY OF LAKE FOREST MIXED USE 43 (MU 43) SETBACKS: REQUIRED ACTUAL FROM ARTERIAL ROADWAY (241): 15' 63'-6" FROM NON-ARTERIAL STREET 10' N/A FROM PROPERTY LINE NOT ABUTTING A STREET (NORTH SIDE): 10' 62' MIN BICYCLE PARKING: REQUIRED SHORT TERM BIKE RACKS: MIN. 5% OF TOTAL PARKING: 5% X 913 STALLS 46 BIKES SITE DISTURBED AREA (100%): 15.93 ACRES (694,304 SF) DD21-01 CONCEPT FLOOR PLAN DD31-04 EXTERIOR ELEVATIONS - MATERIAL NOTES DD32-04 EXTERIOR ELEVATIONS - DIMENSION NOTES DD34-01 PERSPECTIVE - ENTRY CANOPY DD35-01 PERSPECTIVE - SOUTH 2 OF 12 OVERALL PLAZA SITE PLAN 3 OF 12 EXISTING CONDITIONS PLAN 4 OF 12 PRELIMINARY DEMOLITION PLAN 5 OF 12 CONCEPTUAL OVERALL GRADING PLAN 6 OF 12 CONCEPTURAL GRADING PLAN 1 7 OF 12 CONCEPTURAL GRADING PLAN 2 8 OF 12 CONCEPTURAL GRADING PLAN 3 9 OF 12 CONCEPTURAL GRADING PLAN 4 10 OF 12 CONCEPTUAL UTILITY PLAN ELECTRICAL SE-1 SITE LIGHTING/ PHOTOMETRIC SE-2 SITE LIGHT POLE SPECS AND DETAILS SE-2.1 WALLPACK LIGHT SPECS AND DETAILS DIRECT: 949.705.0713 COSTCO WHOLESALE ON-SITE: SITE DATA: PROJECT ADDRESS: 26602 TOWNE CENTRE DRIVE APN: 612-093-13 FOOTHILL RANCH, CA 92610 EXISTING GENERAL PLAN LAND USE: MIXED USE 43 PROPOSED ZONING OR GENERAL PLAN LAND USE: SAME - NO CHANGE FLOOD ZONE: ZONE X - AREA OF MINIMAL FLOOD HAZARD PER FEMA MAP NO. 06059C0316J IMPERVIOUS AREA AREA (67.1%): 10.70 ACRES (465,953 SF) LANDSCAPE AREA 8.8% INCLUDING WAREHOUSE 11.5% EXCLUDING WAREHOUSE: 1.48 ACRES (62,653 SF) OPEN SPACE REQUIRED (25%): 4.07 ACRES (177,276 SF) OPEN SPACE PROVIDED 8.8% INCLUDING WAREHOUSE 11.5% EXCLUDING WAREHOUSE: 1.48 ACRES (62,653 SF) 11 OF 12 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE MUNICIPAL CODE ADOPTED BY THE CITY OF LAKE FOREST AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. 2. THE DEVELOPER/CONTRACTOR SHALL KEEP COPY OF THE CURRENT ORANGE COUNTY PUBLIC FACILITY & RESOURCES DEPARTMENT (PF&RD) STANDARD PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 3. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE CITY OF LAKE FOREST'S PUBLIC WORKS OBSERVER AT (949) 461-3494 AT LEAST TWO WORKING DAYS (MINIMUM OF 48 HOURS) PRIOR TO STARTING CONSTRUCTION WORK WHICH REQUIRES PUBLIC WORKS' INSPECTION. 4. A CITY OF LAKE FOREST ENCROACHMENT PERMIT SHALL BE REQUIRED TO PERFORM WORK WITHIN THE PUBLIC RIGHT-OF-WAY. CITY APPROVED PLANS DO NOT RELIEVE THE CONTRACTOR AND/OR DEVELOPER FROM RESPONSIBILITY TO OBTAIN AND ENCROACHMENT PERMIT. A COPY OF THE PERMIT SHALL BE KEPT ON THE CONSTRUCTION SITE AT ALL TIMES. 5. ALL CONCRETE CURB AND GUTTER FLOW LINES WITH LESS THAN 1% GRADE SHALL BE WATER TESTED PRIOR TO FINAL FINISHING TO ENSURE PROPER DRAINAGE WITHOUT UNACCEPTABLE HIGH OR LOW SPOTS. 6. ALL UTILITY TRENCH BACKFILL AND COMPACTION INSPECTION OUTSIDE THE LIMITS OF DEDICATED STREET RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH CITY REGULATIONS. 7. ALL DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW-CUT TO THE NEAREST TRANSVERSE SCORE MARK, OR ADJUSTABLE CONTROL JOINT, OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF PF&RD STANDARD PLANS. 8. THE DEVELOPER/CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, CLEAN, DUST FREE AND SANITARY CONDITION AT ALL TIMES AND TO HE SATISFACTION OF THE CITY'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. NO STOCKPILING OD BUILDING MATERIALS WILL BE ALLOWED WITHIN THE PUBLIC RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE CITY'S PUBLIC WORKS OBSERVER. 9. PRIOR TO FINAL ACCEPTANCE OF THE STREET IMPROVEMENTS, ALL STREET PAVEMENT, STRIPING AND PAVEMENT MARKINGS WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A LIKE NEW CONDITION, AND IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH PF&RD STANDARD PLAN NO. 1801, NOTE 17. 10. TRAFFIC FLOWS SHALL BE MAINTAINED AT ALL TIMES AND PROTECTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS AND WARNING DEVICES IN ACCORDANCE WITH THE CURRENT STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, TRAFFIC MANUAL AND TO THE SATISFACTION OF THE CITY'S PUBLIC WORKS OBSERVER. 11. HE PF&RD STANDARD PLANS SHALL TAKE PRECEDENCE OVER ANY STANDARDS EXCEPT FOR THE STANDARD PLANS AFFECTING UTILITY COMPANIES THAT ARE MORE STRINGENT THEN THE UTILITY COMPANY STANDARD PLANS SHALL TAKE PRECEDENCE. 12. ANY UTILITIES UNDER PAVED AREAS OF PRIVATE STREETS SHALL HAVE A MINIMUM OF 30" COVER AND DEVELOPER SHALL PROVIDE PRIVATE LABORATORY COMPACTION CERTIFICATION FOR ALL UNDERGROUND UTILITIES PRIOR TO NY PAVING. DEVELOPER SHALL SCHEDULE A MEETING WITH THE INSPECTOR AND THE PRIVATE LABORATORY PRIOR TO ANY TESTING. 13. NO CONCENTRATED FLOWS ARE PERMITTED ACROSS ASPHALT PAVEMENT WITHOUT APPROVAL FROM THE CITY'S PUBLIC WORKS OBSERVER. 14. WHEREVER EXISTING PAVEMENT JOINS AND PROPOSED PAVEMENT, THE CONTRACTOR SHALL SAW-CUT AND REMOVE EXISTING ASPHALT CONCRETE AND COLD PLANE A MINIMUM OF 5 FEET OR AS REQUIRED TO OBTAIN A 1-1/2" MINIMUM THICKNESS AND OVERLAY WITH C2-AR4000 PAVEMENT AS NECESSARY. 15. ROADWAY STRUCTURAL SECTION SHALL BE DETERMINED BY SOILS TESTS. THE SUBDIVIDER'S SOILS ENGINEER SHALL PERFORM SUCH TESTS AFTER STREET HAS BEEN ROUGH GRADED AND SHALL SUBMIT TO THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER, THE RECOMMENDED ROADWAY STRUCTURAL SECTION, BASED ON THE TRAFFIC INDEX ESTABLISHED BY THE CITY. THE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 'S APPROVAL SHALL BE OBTAINED PRIOR TO BEGINNING THE CONSTRUCTION OF THE ROADWAY STRUCTURAL SECTION. THIS PLAN MUST SHOW THE ACTUAL ROADWAY STRUCTURAL SECTION TO BE CONSTRUCTED. 16. STATE LAW SB 3019 REQUIRES THAT THE CONTRACTOR TO OBTAIN AN IDENTIFICATION NUMBER FROM UNDERGROUND SERVICE ALERT (USA) PRIOR TO THE ISSUANCE OF A CITY ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY USA TWO FULL WORKING DAYS (48 HOURS MINIMUM) PRIOR TO ANY CONSTRUCTION ACTIVITIES, INCLUDING PAVEMENT REMOVAL, EXCAVATION AND ASPHALT CONCRETE OVERLAY. WHICH COULD AFFECT ANY UNDERGROUND UTILITY. 17. ANY CONTRACTORS PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THE PLANS. 18. PRIOR TO BEGINNING CONSTRUCTION WORK WHICH COULD DAMAGE OR CONFLICT WITH UNDERGROUND STRUCTURES OR UTILITIES, THE CONTRACTOR SHALL EXCAVATE INSPECTION HOLES TO DETERMINE THE LOCATION AND DEPTH OF SAID STRUCTURES AND UTILITIES. 19. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY. 20. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED OR ALTERED EXISTING IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY AS DIRECTED BY THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 21. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL AT ALL TIMES. 22. SURVEY MONUMENTS SHALL BE PROTECTED AND PERPETUATED IN PLACE. DISTURBED OR COVERED MONUMENTS SHALL BE RESET BY REGISTERED CIVIL ENGINEER, WHO IS AUTHORIZED TO PRACTICE LAND SURVEYING, OR A LICENSED LAND SURVEYOR. 23. IRRIGATION LINES SHALL BE REMOVED, RELOCATED OR RECONSTRUCTED AS SHOWN OR AS DIRECTED IN THE FIELD, BY THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 24. NEW AND EXISTING MANHOLES AND WATER VALVES SHALL BE ADJUSTED. 25. UTILITIES SHALL BE INSTALLED, TESTED, AND APPROVED PRIOR TO STREET PAVING. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE SERVING UTILITY COMPANY AND VERIFY THAT THE UTILITY FACILITY IS IN PLACE BEFORE PAVING. 26. TRENCH BACKFILL SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD PROVISIONS LISTED ON THE ENCROACHMENT PERMIT. 27. THE CONTRACTOR SHALL NOT ORDER OR PLACE ANY CONCRETE OR ASPHALT CONCRETE PAVING UNTIL THE FORMS AND SUBGRADE OR AGGREGATE BASE HAVE BEEN INSPECTED AND APPROVED BY THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE IN THE FIELD. 28. THE CONTRACTOR SHALL REMOVE AND REPLACE, IN KIND, A MINIMUM OF TWO FEET OF EXISTING ASPHALT CONCRETE AND AGGREGATE BASE ADJACENT TO NEWLY CONSTRUCTED CURB AND GUTTER. 29. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL ON-SITE IMPROVEMENTS, INCLUDING GRADING HAVE BEEN COMPLETED AND ALL UNACCEPTABLE WORK HAS BEEN CORRECTED UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 30. THE CONTRACTOR IN ACCORDANCE WITH THE ADOPTED CITY STANDARD SHALL FURNISH STREET NAME SIGNS AND STOP SIGNS. 31. "AS-BUILT" RECORD DRAWINGS SHALL BE FURNISHED TO THE CITY UPON COMPLETION OF CONSTRUCTION. 32. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS SHALL NOT RELIEVE THE CONTRACTOR OR THE APPLICANT FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE REVISIONS SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER FOR REVIEW AND APPROVAL. # 9' WIDE STALLS 195 STALLS NOTES: 1. ALL OUTDOOR STORAGE SHALL BE SCREENED FROM VIEW. 2. ALL PLANTERS SHALL BE 5'-0" WIDE MINIMUM IN PARKING LOT. NOTE: 1. THIS PROJECT SHALL COMPLY WITH THE FOLLOWING: TITLE 24, AND 2022 (OR APPLICABLE CODE CYCLE AT THE TIME OF SUBMITTAL) CALIFORNIA BUILDING CODE (CBC), CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC), CALIFORNIA ENERGY CODE (CENC, AND CITY OF LAKE FOREST MUNICIPAL CODE [ 107.2 CBC] 2. THE PROJECT WILL INCLUDE A SOLAR/ PV SYSTEM TO DEMONSTRATE COMPLIANCE WITH PRESCRIPTIVE REQUIREMENTS FOR PHOTOVOLTAIC AND BATTERY STORAGE SYSTEMS PER 104.10 CENC. G101 EGRESS PLAN DD22-01 ROOF PLAN DD33-01 EXTERIOR DOOR DETAILS DD35-02 PERSPECTIVE - SOUTH DD36-01 PERSPECTIVE - EAST DD37-01 PERSPECTIVE - NORTHEAST DD38-01 PERSPECTIVE - NORTH DRAINAGE DETAILS 1 12 OF 12 DRAINAGE DETAILS 2 TOTAL BIKE RACKS PROVIDED: 48 BIKES REQUIRED LONG TERM BIKE STORAGE: 10 BIKE LOCKERS (1) BIKE LOCKER PER (20 EMPLOYEES TOTAL BIKE RACKS PROVIDED: 10 BIKE LOCKERS 200 EMPLOYEES PER SHIFT/ 10 BIKE LOCKERS: EV CHARGING STATIONS INCLUDING (2) ACCESSIBLE # VANPOOL STALLS # 12 STALLS 14 STALLS # CARPOOL STALLS 28 STALLS CARPOOL/ VANPOOL PARKING REQUIRED BY AHJ: 913 STALLS X 30% = 274 STALLS CARPOOL STALLS = 10% X 274 = 28 STALLS PROVIDED: 28 STALLS VANPOOL STALLS = 5% X 274= 14 STALLS PROVIDED: 14 STALLS EXISTING LANDSCAPE AREA 8.1%:: 1.31 ACRES (57,136 SF) 2732
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28 8 28 23 25 35 23 6 2 5 4550483834 2 17 2442 503840 28 9 3 24 6 6 12 15 10 33 2 29 14 (5) 8-BIKE RACK TYP. OPEN CANOPY CART STORAGE TIRE INSTALL (8)TIRE CENTER DESIGNATED STALLS 5' PLANTER TYP. SPEED HUMP TYP. TRUNCATED DOMES SOLAR STRUCTURE TYP. EXISTING SIDEWALK LOCATION OF SEASONAL SALES OUTDOOR AUTO DISPLAY (5) BIKE LOCKERS STACKED (2) HIGH CONCRETE WALK WITH 4' SQ. SAWCUT JOINTS SOLAR-PV BATTERY BY OTHERS 4 11 RAISED PLANTER PLANTER 9 EXISTING SIGNAL EXISTING INTERSECTION FOOTHILL TRANSPORTATION CORRIDOR v v PLANTER PLANTER PLANTER MONTESSORI (SATELITE) PETSMART AT HOME GOODWILL 0F ORANGE COUNTY CHUCK E. CHEESE ISLANDSCHIPOTLE WELLS FARGO 1 3 4 5 LIMIT OF COSTCO SITE AREA: HOBBY LOBBY EXISTING FOOD FESTIVAL 6 MEDICAL OFFICE2 v ENTRY EXIT v 10 (10) CARPOOL STALLS 8 EXISTING CROSSWALK TO REMAIN (8) CARPOOL STALLS (6) VAN POOL STALLS 10 8 (10) CARPOOL STALLS (8) VAN POOL STALLS FRONT LEVEL 2 CHARGER PROPOSED DISPENSER CRUMBL RED ROBIN SEPHORA VACANT SPACE 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 30' 180' 24' 24' 24' 10' 8' 30' 20' 9' 8' 18' 18' 18' 8' 9' 17'-6" 30' 18' 30' 15' 15' 29' 30' 30' 8'-10" 24'-10" 32' 10' 18' 18'-1" 6' 5' 30' 30' 24' 40' 40' 40' 36' 24' 26' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 18' 26' 5'6' 11' 18' 9' 9' 9' 405' 7'-6" 30' 20' 10' 9' 26' 251'-7" 56'-2" 22'-6" 21'-6" 62' 82'-2"33'-6" 6' 25'-7" 6' 11'-0" TYP. 11'-0" TYP. 35' 62' 10' 12' 9'-4" 12' 12' 5' TOWNE CENTRE DR 1 0 30' 60' 120' 1" = 60'-0" VICINITY MAP REGIONAL MAP 241 PORTOLA PKWY ALTON PKWY TOWNE CENTRE DR N RANCHO PKWY S BAKE PKWY LAKE FOREST DR COSTCO SITE COSTCO SITE JOHN WAYNE AIRPORT (SNA)5 55 133241 241 261 73 405 IRVINE COSTA MESA LAKE FOREST MISSION VIEJO FOOTHILL RANCH SANTA ANA TUSTIN BUILDING DATA: CLIENT: PROJECT ADDRESS: PROJECT DATACOSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 COSTCO SITE DATA: TOTAL GROSS BUILDING AREA: 165,068 SF INCLUDES: NET SALES FLOOR: 158,192 SF FIRE DEPT. & MSB RMS 1,136 SF BUILDING ENVELOPE 1,478 SF EMPLOYEE LOCKER MEZZANINE 489 SF OPEN CANOPY 3,773 SF TOTAL OCCUPIED BUILDING AREA: 161,295 SF INCLUDES EMPLOYEE LOCKER MEZZANINE TOTAL BUILDING COVERAGE AREA: 164,579 SF EXCLUDES EMPLOYEE LOCKER MEZZANINE BOUNDARY INFORMATION: THIS PLAN HAS BEEN PREPARED USING ALTA SURVEY BY KIMLEY-HORN DATED 02/04/2025 26602 TOWNE CENTRE DRIVE FOOTHILL RANCH, CA FAR (FLOOR AREA RATIO): 0.23 COSTCO SITE AREA: JURISDICTION: ZONING: CITY OF LAKE FOREST MIXED USE 43 (MU 43) TOTAL BUILDING COVERAGE / COSTCO SITE AREA = NOTES: 1. ALL OUTDOOR STORAGE SHALL BE SCREENED FROM VIEW. 2. ALL PLANTERS SHALL BE 5'-0" WIDE MINIMUM IN PARKING LOT © MG2, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. COSTCO WHOLESALE CONCEPT SITE PLAN F O O T H I L L R A N C H , C A L I F O R N I A 26602 TOWNE CENTRE DRIVE FOOTHILL RANCH, CA 24-6029-01 CONCEPT SITE PLAN DD13-05 JANUARY 16, 2026 JANUARY 16, 2026 COSTCO PARKING DATA: 10' WIDE STALLS ACCESSIBLE STALLS INCLUDING (4) VAN STALLS NUMBER OF STALLS PER 1000 SF OF BUILDING AREA: COSTCO TOTAL PROPOSED PARKING: ## INCLUDES: 913 STALLS 647 STALLS 21 STALLS 5.66 STALLS PARKING REQUIRED BY AHJ: 1 STALL/200 SF X 161,295 SF: 807 STALLS BICYCLE PARKING: (1) BIKE PER (20) EMPLOYEES 200 EMPLOYEES PER SHIFT/ 20 BIKES: REQUIRED: 10 BIKE LOCKERS TOTAL BICYCLE PARKING PROVIDED: 48 BIKES # 9' WIDE STALLS 191 STALLS ELECTRIC VEHICLE STALLS INCLUDING 1 DCFC ACCESSIBLE STALL AND 1 LEVEL 2 ACCESSIBLE STALL # 12 STALLS 46 BIKES 5% OF PARKING STALLS: 913 STALLS X 5% # CARPOOL STALLS 28 STALLS # VANPOOL STALLS 14 STALLS CARPOOL/VANPOOL PARKING REQUIRED BY AHJ: 913 STALL X 30% = 274 STALLS CARPOOL STALLS = 10% X 274 = 28 STALLS VANPOOL STALLS = 5% X 274 = 14 STALLS EV CAPABLE PARKING REQUIRED BY AHJ: 913 STALL X 20% = 183 STALLS EVCS PARKING REQUIRED BY AHJ: 183 STALL X 25% = 46 STALLS EVCS PARKING REDUCTION ALLOWED WHEN PROPOSING DCFC UNITS 46 STALLS / 5 = 10 EVCS INCLUDING 9 DCFC UNITS AND 1 LEVEL 2 EVSE SET BACKS: REQUIRED ACTUAL FROM ARTERIAL RD WAY(241) 15'-0" 15'-0" FROM NOT-ARTERIAL STREETS 10'-0" N/A FROM PROPERTY LINE NOT (NORTH) 10'-0" 62'-0" MIN ABUTTING A STREET SITE PLAN 16.28 ACRES (709,103 SF) GENERAL PLAN LAND USE: MIXED USE - 43 2736
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PC Attachment 7
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PLANNED SIGN PROGRAM 05-25-5804 10-17-5094
(Originally approved as PSP 1999-07, and revised as PSP 2001-08 and PSP 10-17-5094)

Lake Forest City CouncilMarch 17, 2026

Lake Forest City Council
March 17, 2026