Los Gatos City Council
January 13, 2026

ITEM NO. 1.
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ITEM NO. 1.

PREPARED BY: Jocelyn Shoopman
Senior Planner
Reviewed by: Planning Manager and Community Development Director 110 E. Main Street Los Gatos, CA 95030 ● (408) 354-6872 www.losgatosca.gov

TOWN OF LOS GATOS

PLANNING COMMISSION
REPORT
MEETING DATE: 04/30/2025
ITEM NO: 1

ADDENDUM
DATE: April 29, 2025
TO: Planning Commission
FROM: Joel Paulson, Community Development Director
SUBJECT: Consider a Request to Construct a Mixed-Use Residential Development (450 Units), a Vesting Tentative Map, Site Improvements Requiring a Grading Permit, and Removal of Large Protected Trees Under Senate Bill 330 (SB 330) on Property Zoned North Forty Specific Plan: Housing Element Overlay Zone.

Located at 14859, 14917, 14925, and 16392 Los Gatos Boulevard; 16250, 16260, and 16270 Burton Road; and Assessor Parcel Number 424-07-116.

APNs 424-07-009, -052, -053, -081, -094, -095, -115, and -116. Architecture and Site Application S-23-031 and Subdivision Application M-23-005. Property Owner: Yuki Farms LLC. Applicant: Grosvenor Property Americas c/o Steve Buster. Project Planner: Jocelyn Shoopman.

REMARKS:

Exhibit 17 includes additional public comments received between 11:01 a.m., Friday, April 25, 2025, and 11:00 a.m., Tuesday, April 29, 2025.

Pages from the transportation analysis report provided as Exhibit 10 were erroneously excluded. Exhibit 18 contains the entirety of the transportation analysis report.

An updated parking table with additional information will be provided in a Desk Item Report tomorrow.

EXHIBITS:

Exhibits previously received with the April 25, 2025, Staff Report:

1. Location Map

2. Letter of Justification with Proposed Density Bonus Concessions, Waivers, and Parking Reductions

ITEM NO. 1.

PAGE 2 OF 2
SUBJECT: 14859, 14917, 14925, and 16392 Los Gatos Boulevard; 16250, 16260, and 16270 Burton Road; and Assessor Parcel Number 424-07-116/S-23-031 and M-23-005 DATE: April 29, 2025

3. Consulting Architect’s Report

4. Applicant’s Response to Consulting Architect’s Report

5. Final Arborist Report

6. Neighbor Outreach Summary

7. Visual Renderings

8. Objective Design Standards Checklist

9. Public Comments Received by 11:00 a.m., Friday, April 25, 2025

10. Transportation Analysis Report

11. Development Plans, Part 1

12. Development Plans, Part 2

13. Development Plans, Part 3

14. Development Plans, Parts 4 through 6

15. Development Plans, Parts 7 through 9

16. Development Plans, Parts 10 through 11
Exhibit received with this Addendum Report:

17. Public comments received between 11:01 a.m., Friday, April 25, 2025, and 11:00 a.m., Tuesday, April 29, 2025

18. Full Transportation Analysis Report

ITEM NO. 1.

From: Beverly Wong
Sent: Monday, April 28, 2025 12:06 PM
To: Planning <[email protected]>
Subject: Approve North 40 Phase II Development
[EXTERNAL SENDER]
Dear Los Gatos Planning Commissioners,
Attached is a letter from Parents Helping Parents in support of the North 40 Phase II Development.

Sincerely,
Beverly Wong
--
Beverly Wong
Advocacy & Civic Participation Manager
PHP - Parents Helping Parents
www.php.com
Buy PHP Gala Tickets Today!
Parents Helping Parents (PHP) is a nonprofit organization that provides information, training, individual assistance, and resources. PHP is not a law firm or legal service agency, and as such, the information contained in this email or in phone conversations is provided for the purpose of informing the review, but should not be considered legal advice. For legal advice, you should consult an attorney.

EXHIBIT 17

ITEM NO. 1.

Parents Helping Parents, Inc.

Sobrato Center for Nonprofits – San Jose ~ 1400 Parkmoor Avenue, Suite 100, San Jose, CA 95126 Telephone (408) 727-5775 ~ Fax (408) 286-1116
www.php com ~ A 501(c)3 nonprofit agency
April 28, 2025
Dear Planning Commissioners,
I am writing on behalf of Parents Helping Parents to express my strong support for the North 40 Phase II Development, particularly the inclusion of affordable housing and designated units for adults with intellectual and developmental disabilities (IDD).

Parents Helping Parents has been helping families of children with special needs since 1976. Our mission is to help children and adults with special needs receive support and services they need to reach their full potential by providing information, training, and resources to build strong families and improve systems of care. We are the Parent Training and Information Center (PTI) for families whose children are experiencing disabilities in five counties: Santa Clara, San Mateo, Santa Cruz, San Benito, and Monterey. Our main office is in San Jose and we have satellite offices in East San Jose and Gilroy.

The proposal delivers on Los Gatos’ commitment to affordable housing. After years of marketrate development, it is refreshing to see meaningful progress toward housing for all income levels.

This project directly responds to the town’s long-standing necessity of creating more inclusive and accessible housing opportunities.

The inclusion of at least 16 units for individuals with IDD is especially critical. Adults with IDD often face some of the steepest barriers to housing access, despite their strong ties to our community.

This project offers them the chance to live independently with dignity, near their families and the services they rely on. These are residents who grew up here, attended our schools, and now deserve the opportunity to thrive in their hometown. Additionally, these individuals would receive onsite support from Housing Choices, a vendor of San Andreas Regional Center, to ensure they are stable in their unit. These services are different than their individual supportive services such as Independent Living Services and Supported Living Services.

People with developmental disabilities have the legal right to live in community-based settings, not institutions, under the Lanterman Act and the Americans with Disabilities Act (ADA). Without affordable housing like Los Gatos North 40 Phase II, many individuals with IDD cannot fully enjoy these rights.

This project plays a critical role in ensuring the Town of Los Gatos meets its legal obligations under state housing law, including compliance with its certified Housing Element and Senate Bill 330 (SB 330). Approval of the North 40 Phase II development provides a clear demonstration to the California Department of Housing and Community Development (HCD) that Los Gatos is taking thoughtful steps to fulfill its affordable housing obligations. Advancing this project reduces the risk of

ITEM NO. 1.

Parents Helping Parents, Inc.

Sobrato Center for Nonprofits – San Jose ~ 1400 Parkmoor Avenue, Suite 100, San Jose, CA 95126 Telephone (408) 727-5775 ~ Fax (408) 286-1116
www.php com ~ A 501(c)3 nonprofit agency
state intervention, such as the imposition of the builder’s remedy, and strengthens the Town’s position in maintaining local land use authority while aligning with state priorities for fair, inclusive, and accessible housing.

The need is urgent. Many other local families are aging and worry about what will happen to their loved ones with disabilities in the future.

I urge the Planning Commission to approve this development and ensure that the IDD-designated units and affordable housing components are preserved and prioritized as the project moves forward.

Thank you for your commitment in addressing the urgent need for affordable and inclusive housing in our community.

Sincerely,
Beverly Wong
Advocacy & Civic Participation Manager

ITEM NO. 1.

From: Katherine Mancuso
Sent: Sunday, April 27, 2025 2:18 PM
To: Planning <[email protected]>
Subject: April 30, 2025 Public Comment #1
[EXTERNAL SENDER]
Dear Planning Commissioners,
I am writing to express my strong support for the North 40 Phase 2 Development, particularly the inclusion of affordable housing and designated units for adults with intellectual and developmental disabilities (IDD). My parents moved to Los Gatos/Saratoga in the early 50’s and I was lucky to be able to grow up here and have a successful career that allowed me to buy a home here. Unfortunately this is no longer the case for our children. I don’t have to explain to you the affordability issue that we have. I’m sure many of you have had your own children have to move out of the state in order to be a home owner. It saddens me that Los Gatos demographics don’t include our own next generation of children and grandchildren! As a long time resident I believe we have a dire responsibility to create housing equity and community inclusion, this is a must do for Los Gatos.

The inclusion of at least 16 units for individuals with IDD is especially critical. I have a 28 year old son who has Intellectual disabilities, moving out of the state is not an option for him. My son was able to move out a little over a year ago so I have seen first hand how important this step was for him and for our family. He has grown expedentially after getting his own place, the pride he has in telling everyone that he has his own appartment is immense. The fact that he will certainly out live us, weighs heavy on my heart. Everyday I work to insure that he can be independent and will thrive, even after we are gone.

He has been fortunate to be able to move out, but the closest affordable housing we could get is in Santa Clara. This project offers him the chance to live closer to family members he relies on and live independently with dignity, near his family and friends that he grew up with.

This project plays a critical role in ensuring the Town of Los Gatos meets its legal obligations under state housing law, including compliance with its certified Housing Element and Senate Bill 330 (SB 330). Approval of the North 40 Phase 2 development provides a clear demonstration to the California Department of Housing and Community Development (HCD) that Los Gatos is taking thoughtful steps to fulfill its affordable housing obligations. Advancing this project reduces the risk of state intervention, such as the imposition of the builder’s remedy, and strengthens the Town’s position in maintaining local land use authority while aligning with state priorities for fair, inclusive, and accessible housing.

The need is urgent. My son’s story is not unique, we personally know of many young adults living in Los Gatos with these same needs. Many other local families are aging and worry about what will happen to their loved ones with disabilities in the future.

I urge the Planning Commission to approve this development and ensure that the IDD-designated units and affordable housing components are preserved and prioritized as the project moves forward.

Thank you for your thoughtful consideration and your service to the community.

Sincerely,
Katherine Mancuso
Los Gatos Resident

ITEM NO. 1.

From: Ali Sapirman
Sent: Sunday, April 27, 2025 9:02 PM
To: Planning <[email protected]>
Cc: Corey Smith
Subject: Please support North 40 - Public Comment #1
[EXTERNAL SENDER]
Dear Planning Commissioners,
Please see the attached letter of support for the North 40 project on behalf of The Housing Action Coalition. Feel free to contact me if you have any questions or concerns.

In solidarity,
--
Ali Sapirman | Pronouns: They/Them
Advocacy & Policy Manager| Housing Action Coalition
555 Montgomery St, San Francisco, CA 94111
To opt out of all HAC emails, respond to this email with "unsubscribe all".

ITEM NO. 1.

April 15, 2025
Los Gatos Town Council
110 E. Main St.

Los Gatos, CA 95030
To Whom It May Concern,
The Housing Action Coalition is pleased to support Grosvenor - Property Americas’ proposed North 40 Phase II project in Los Gatos, which will transform 15.63 acres of underutilized land into a vibrant mixed-use development providing 450 much-needed homes, retail spaces, and publicly accessible open space. We are especially excited by the project’s commitment to affordable housing, community engagement, and smart growth principles, all of which will enhance Los Gatos’ housing supply and foster a more inclusive and connected community.

Land Use. The project represents a thoughtfully designed mixed-use master plan, complementing Los Gatos’ vision for smart growth. It includes a diverse mix of rental apartments, for-sale townhomes, and ground-floor commercial spaces, arranged around a large public open space known as “The Meadow”. This pedestrian-friendly development prioritizes connectivity, linking housing, retail, and open space to surrounding neighborhoods. The project’s design integrates well with the area, ensuring both new and existing residents benefit from an improved public realm.

Density. The project takes full advantage of the site’s zoning and density allowances, proposing

31.1 dwelling units per acre and maximizing housing supply in a desirable, high-opportunity location. By leveraging State Density Bonus Law, the development goes beyond local zoning requirements to deliver critically needed homes while maintaining a balanced and thoughtfully planned urban environment.

Affordability. The project dedicates 77 of its 450 homes (17%) as affordable housing, ensuring that lower-income families have access to high-quality housing in Los Gatos. The development team has also committed 1.25 acres of land to Eden Housing for the construction of a 100% affordable building with 67 affordable units available to income levels of 60% AMI and below, further reinforcing the project’s commitment to inclusive housing opportunities.

Parking and Alternative Transportation. While Los Gatos is not considered a transit-rich location, the project team is making efforts to reduce car dependency by incorporating bicycle parking, connecting to an existing bike trail, pedestrian pathways, and transportation demand management strategies. The project also includes a balanced parking approach, aligning with both State Density Bonus Law and local requirements, while ensuring adequate visitor and resident parking to maintain accessibility.

Urban Design. The North 40 Phase II project integrates high-quality urban design elements, including 3.55 acres of green open space, a pedestrian-oriented layout, and architecture that respects the town’s character. The Meadow will serve as a dynamic public gathering space, providing outdoor amenities for both residents and the broader Los Gatos community. The inclusion of barn-inspired commercial buildings and an interpretive display honoring the site’s Page 471 ITEM NO. 1.
agricultural heritage further strengthens the project’s connection to the town’s history.

Environmental Features. Sustainability is a core principle of this project, with commitments to all-electric residential units, on-site renewable energy, water-efficient systems, and stormwater management solutions. The development is targeting Green Point Rated Silver certification, reinforcing its dedication to environmentally responsible building practices.

Community Benefits and Input. The project team has engaged in a multi-year community outreach process, incorporating feedback from local organizations, neighborhood groups, and town officials.

This engagement has shaped the project’s design, ensuring that key concerns—such as traffic, housing diversity, and open space—are meaningfully addressed. Through this, the project provides extensive public realm improvements, small business support, and new retail opportunities.

The inclusion of local-serving commercial spaces and a public pavilion for community events will activate the site and contribute to a more vibrant and engaged neighborhood. Additionally, the project addresses local infrastructure needs by dedicating easements for future transportation improvements and continuing the town’s multi-use bike and pedestrian path network.

We applaud the project team for their ambitious and thoughtful approach to expanding Los Gatos’ housing supply while prioritizing affordability, sustainability, and community connectivity. We urge the Los Gatos Town Council to approve the North 40 Phase II project, which will play a crucial role in addressing the region’s housing needs while enhancing the town’s quality of life.

Sincerely,
Corey Smith, Executive Director

ITEM NO. 1.

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ITEM NO. 1.

North 40 Phase II
Final Transportation Analysis
Prepared for:

Grosvenor
February 18, 2025
Hexagon Transportation Consultants, Inc.

Hexagon Office: 100 Century Center Court, Suite 501
San Jose, CA 95112
Phone: 408.971.6100
Hexagon Job Number: 23MH09
Client Name: Grosvenor
EXHIBIT 18

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
Table of Contents
Executive Summary.................................................................................................................................i

1. Introduction...................................................................................................................................1

2. Existing Transportation Conditions..............................................................................................13

3. Intersection Operations Analysis.................................................................................................23

4. Other Transportation Analyses....................................................................................................54

5. Recommended Project Improvements ........................................................................................69 Appendices
Appendix A North 40 Trip Generation and Development Consistency Appendix B Traffic Counts
Appendix C Volume Summary Sheet
Appendix D Level of Service Calculations
Appendix E List of Approved and Pending Project (Los Gatos) Appendix F List of Approved and Pending Projects Used for Analysis Appendix G Level of Service Calculations for Burton/Turner Access Appendix H Collision Data
List of Tables
Table 1 Phase II Development Consistency .................................................................................... 6 Table 2 Signalized Intersection Level of Service Definitions Based on Control Delay .................... 10 Table 3 Unsignalized Intersection Level of Service Definitions Based on Average Delay............... 10 Table 4 Existing Intersection Level of Service................................................................................ 18 Table 5 Project Trip Generation Estimates..................................................................................... 25 Table 6 Existing Plus Project Intersection Level of Service ............................................................ 46 Table 7 Background Plus Project Intersections Levels of Service .................................................. 47 Table 8 Cumulative Plus Project Intersections Levels of Service ................................................... 48 Table 9 Cumulative Plus Project Level of Service (with Improvements)......................................... 49 Table 10 Intersection Queuing Analysis...................................................................................... 50-51 Table 11 Burton Road Connection Traffic Control Evaluation .......................................................... 55 Table 12 Parking Requirement ........................................................................................................ 63 Table 13 Left-Turn LOS Analysis ..................................................................................................... 68 List of Figures
Figure 1 Site Location and Study Intersections ................................................................................. 2 Figure 2 Site Plan ............................................................................................................................. 3 Figure 3 Existing and Proposed Bicycle Facilities ........................................................................... 16 Figure 4 Existing Lane Configurations........................................................................................ 19-19 Figure 5 Existing Traffic Volumes............................................................................................... 21-21 Figure 6 Project Trip Distribution..................................................................................................... 26 Figure 7 Project Trip Assignment (without Burton Road Connection)......................................... 27-27 Figure 8 Pass-By Trip Assignment.................................................................................................. 29 Figure 9 Cumulative Project Trip Assignment (with Connection to Burton Road) ....................... 32-32 Figure 10 Cumulative Project Pass-by Trips (with Connection to Burton Road) ................................ 34

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
Figure 11 Existing Plus Project Volumes...................................................................................... 35-35 Figure 12 Background Traffic Volumes ........................................................................................ 37-37 Figure 13 Background Plus Project Traffic Volumes .................................................................... 39-39 Figure 14 Cumulative Traffic Volumes ......................................................................................... 41-41 Figure 15 Cumulative Plus Project Traffic Volumes...................................................................... 43-43 Figure 16 Block E Garage Ground Level Site Plan............................................................................ 58 Figure 17 Block E Garage Basement Level Site Plan ....................................................................... 59 Figure 18 Sight Distance at Internal Intersections ............................................................................. 61

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | i
Executive Summary
This report presents the results of the transportation analysis (TA) conducted for the proposed Master Plan for Phase II of the North 40 development in Los Gatos, California. The project site is located along the west side of Los Gatos Boulevard, between Walker Street and Burton Road.

The project would include up to 450 multi-family dwelling units, approximately 15,000 square feet (s.f.) of retail space, and approximately 3,000 s.f. of community/civic space. The Phase II Plan Area would have right-turn-only access to Los Gatos Boulevard via two new streets, C5 Street and C1 Street, and full access via the new signalized intersection at Los Gatos Boulevard and Walker Street that was constructed in Phase I. While the project would not provide vehicular access to and from Burton Road, the project shall accommodate a future through access connection to advance the Town’s circulation goals expressed in the North 40 Specific Plan as follows: provide an Irrevocable Offer of Dedication in fee for the Town to improve Burton Road to an approximately 56 foot right-of-way in the future; and provide an Irrevocable Offer of Dedication as a public service easement to allow the Town or a third party to construct a future through access connection from the project site to Burton Road and then for ongoing vehicular access. The Phase II project would construct a multi-use path running along the west side of Turner Street, where it transitions to the east side of Turner Street, north of C5 Street, to the property line that would connect to any future bicycle and pedestrian facilities that may be constructed along Burton Road. The connection of the multi-use path will also include an easement to allow for the construction of this future connection by others. Furthermore, the Phase II project would construct a sidewalk and landscaping within an eight-foot wide public access easement along the site frontage on Burton Road to conform with the ultimate street cross section to be completed by others. The project will provide bicycle and pedestrian connections identified in the North 40 Specific Plan including multiuse paths along Los Gatos Boulevard, N. Turner Street, and C5 Street. The Paseo will provide an additional bike accessible route through the project site between N. Turner Street and Los Gatos Boulevard.

The proposed Phase II Master Plan land uses are consistent with the approved Housing Element and Housing Element Overlay Zone (HEOZ) land use and density designations. Furthermore, the proposed project is consistent with the certified 2040 General Plan EIR, which the Town relied on when it adopted the Housing Element and the HEOZ. Thus, an analysis of the transportation impacts under CEQA is not required. The Town requires a Local Transportation Analysis (LTA) to determine whether the project would contribute to any on-site or off-site operational issues based on intersection levels of service (LOS) or queuing. The LTA also includes an evaluation of transit, bicycle, and pedestrian access, a site plan review, and parking analysis.

The potential effects of the project were evaluated in accordance with the standards and methodologies set forth by the Town of Los Gatos and the Santa Clara Valley Transportation Authority (VTA)’s Congestion Management Program (CMP).

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | ii
CEQA Transportation Analysis
The Phase II Master Plan project proposes a housing development with a density of 31.3 du/ac. This is consistent with the Housing Element and the HEOZ zoning designation applicable to the project site, which assume residential uses at no less than 30 du/ac. The Town determined that development consistent with the Housing Element and zoning ordinance amendments would not have impacts beyond what were analyzed in the certified 2040 General Plan Environmental Impact Report (EIR).

Therefore, development of the project would not result in any new significant transportation effects or increase the severity of previously identified transportation effects as compared with the 2040 General Plan EIR, and no subsequent VMT analysis is required. The 2040 General Plan EIR identified a significant and unavoidable impact (Impact T-2) related to the increase in VMT associated with the development and population growth facilitated by the 2040 General Plan. In accordance with the mitigation measure T-1 identified in the EIR, the project would be required to implement one or more VMT reduction strategies.

In addition to CEQA Guidelines Section 15064.3’s direction regarding VMT impacts discussed above, the CEQA Guidelines call for transportation impacts to be evaluated based on the potential to conflict with a program, plan, ordinance or policy assessing the circulation system, including transit, roadways, bicycle, and pedestrian facilities; and the potential to substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses. Each of these issues are addressed in detail in Chapter 4 of this TA. Because the project would be consistent with established Town and regional policies and plans related to bicycle and pedestrian facilities and transit service in the project area, and because the project would meet Town design standards for roadways, intersections, turning movements, and queuing, no new or more severe environmental impacts with respect to transportation would occur as a result of the project, and no subsequent CEQA review is required.

The retail space and community space of the proposed Phase II Master Plan project are consistent with the approved North 40 Specific Plan, for which an EIR was previously prepared. Thus, an analysis of the transportation impacts under CEQA is not required.

Comparison to North 40 Specific Plan EIR
The trips generated collectively by the development of Phases I and II would not exceed the trip generation estimates analyzed in the North 40 Specific Plan EIR Transportation Analysis. Thus, the Phase II project would not increase the severity of the previously identified transportation impacts or result in any new transportation impacts. Furthermore, the North 40 Phase I and II developments would allow for the other pending and anticipated developments within the North 40 Specific Plan area to also fit within the total daily and peak-hour trip envelope analyzed in the North 40 Specific Plan EIR, although the split between inbound and outbound trips would differ. Since the total trips generated by the currently proposed development are less than what was analyzed in the North 40 Specific Plan EIR, it’s presumed the conclusions of the EIR remain valid.

Local Transportation Analysis
Project Trip Estimates
Based on the trip generation rates published in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition, and applicable reductions, it is estimated that the proposed project would generate 2,968 daily trips, with 225 trips (66 inbound and 159 outbound) occurring during the AM peak hour and 284 new trips (162 inbound and 122 outbound) occurring during the PM peak hour.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | iii
Intersection Traffic Operations
Most study intersections would operate at acceptable levels of service under all scenarios, with the exception of Los Gatos Boulevard/Samaritan Drive/Burton Road under cumulative conditions. During the PM peak hour, the project would increase the average delay at the intersection of Los Gatos Boulevard/Samaritan Drive/Burton Road, which would operate at a substandard LOS E under cumulative no project conditions. The potential future level of service deficiency at this intersection was previously identified in the North 40 Specific Plan EIR. The intersection level of service could be restored to LOS D or better by installing a third northbound lane on Los Gatos Boulevard. This improvement is required to be completed by the approved but yet to be completed Samaritan Medical Complex Phase 2 Project in San Jose. The North 40 Phase II project shall be required to contribute towards eastbound Burton Road traffic signal improvements previously identified at the Los Gatos Boulevard/ Samaritan Drive/Burton Road intersection.

The queuing analysis indicates that the following intersections would have queuing deficiencies caused or exacerbated by the project:
• Westbound left-turn from SR-85 Northbound Ramps to Bascom Avenue (AM and PM peak hours)
• Northbound Los Gatos Boulevard to Burton Road (left- and U-turn) (AM and PM peak hours) • Southbound Los Gatos Boulevard at Walker Street (U-turn) (AM peak hour) • Eastbound Walker Street to Los Gatos Boulevard (left-turn) (PM peak hour) • Southbound Los Gatos Boulevard to Blossom Hill Road (left-turn) (AM and PM peak hours) The westbound left-turn lanes on the SR 85 Northbound off-ramp to Bascom Avenue would exceed its storage length under background and cumulative conditions. The addition of project trips would only lengthen the queue by one vehicle during the PM peak hour under background conditions. It should be noted that although the turn pocket length is exceeded, left-turning vehicles can queue on the no.1 lane of SR-85 off-ramp without impacting vehicles wanting to turn right. The queue would not extend onto the SR-85 freeway; thus, no improvements are recommended at this intersection. The North 40 Specific Plan EIR did not analyze the queue storage needed at this movement.

The northbound left-turn (U-turn) lane on Los Gatos Boulevard to Burton Road provides storage capacity for approximately four vehicles. The addition of trips generated by the project as well as trips associated with other parcels that may be developed in the North 40 Plan area would cause the 95th percentile queue at the northbound left-turn pocket to exceed its storage length during both peak hours with or without the potential future connection to Burton Road. The northbound left-turn pocket could be extended by restriping the northbound direction of Los Gatos Boulevard to provide approximately 125 feet of storage space for the left-turn pocket. Beyond this distance, there is currently a two-way left-turn lane in the median. The project will construct a raised median along Los Gatos Boulevard along the project frontage with dedicated turn lanes at intersections. The turn lane could be extended to a maximum length of approximately 200 feet by making the turn pocket start just north of C5 Street. The potential queuing deficiency at this intersection was previously identified in the North 40 Specific Plan EIR. The project proposes an improvement to extend the turn lane to 200 feet for the northbound leftturn pocket along Los Gatos Boulevard at Burton Road to provide adequate queuing space for the addition of project trips and trips associated with other parcels that may be developed in the North 40 Plan area.

The southbound U-turn lane on Los Gatos Boulevard at Walker Street provides storage capacity for approximately four vehicles. The addition of project trips would cause the 95th percentile queue at the southbound U-turn pocket to exceed its storage length during the AM peak hour under all scenarios.

The southbound U-turn pocket could be extended by reconstructing the median along Los Gatos Boulevard and striping the U-turn pocket to provide at least 125 feet of storage space. The North 40

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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Specific Plan EIR did not analyze the potential queuing issues at this movement. The project proposes an improvement to extend the turn lane to 150 feet for the southbound left-turn pocket along Los Gatos Boulevard at Walker Street to provide adequate queuing space for the addition of project trips and trips associated with other parcels that may be developed in the North 40 Plan area.

The eastbound left-turn lane on Walker Street provides vehicle storage capacity for approximately five vehicles. The addition of project trips would cause the 95th percentile queue at the westbound left-turn pocket to exceed its storage length during the PM peak hour under background conditions. It should be noted that with the addition of project trips, the 95th percentile queue would only exceed the storage capacity by one vehicle. No improvements are needed as vehicles can queue along Walker Street and Mill Street without significantly affecting on-site vehicular operations. The North 40 Specific Plan EIR did not analyze the queue length at this movement.

The southbound left-turn lanes on Los Gatos Boulevard at Blossom Hill Road provide vehicle storage capacity for approximately 12 vehicles. The 95th percentile queue exceeds its storage length during both peak hours under all scenarios. The addition of project trips would only lengthen the queue by at most one vehicle during the AM peak hour under background conditions. Due the space constraints and the intersection’s proximity to Placer Oaks Road, lengthening the turn pocket is not possible.

Southbound Los Gatos Boulevard contains multiple lanes and southbound through vehicles can go around vehicles queued for the left-turn during the heaviest cycles where the queue exceeds the storage length. The North 40 Specific Plan EIR did not analyze this location for queuing.

Recommended Project Roadway Improvements
• Los Gatos Boulevard/Samaritan Drive/Burton Road: Contribute towards eastbound Burton Road traffic signal improvements previously identified in the North 40 Specific Plan EIR . • Los Gatos Boulevard/Samaritan Drive/Burton Road: Extend northbound left-turn pocket length on Los Gatos Boulevard. The northbound left-turn pocket should be extended to a maximum length of approximately 200 feet by making the turn pocket start just north of C5 Street. • Los Gatos Boulevard/Walker Street: Extend the southbound left-turn (U-turn) lane on Los Gatos Boulevard to provide at least 150 feet of storage space by modifying the existing landscaped median.
• Accommodate a Future Connection to Burton Road: While the project does not propose a connection to Burton Road, the project is designed to allow for a future connection should the Town desire to make the connection. The westernmost portion of Burton Road directly adjacent to the project site is privately owned. Improvements to this segment of Burton Road and a connection to N. Turner Street could occur when the other properties along Burton Road are developed and the Town of Los Gatos gains control over the full length of Burton Road. The project can function adequately without the Burton Road connection with the recommended improvements to extend turn lane storage on Los Gatos Boulevard.

Other Transportation Issues
The project would not have an adverse effect on the existing or planned pedestrian or bicycle facilities or transit services in the study area. Hexagon has the following recommendations resulting from the site access, circulation, and parking evaluations.

Recommendations
• Street trees and other landscaping plants along Los Gatos Boulevard and all internal streets should be maintained so that the view of drivers exiting the project site or internal driveways are not obstructed.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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• “RESIDENTS ONLY” and/or “NO OUTLET” signage should be posted in advance of dead-end drive aisles providing access to townhomes.
• Signage should be posted at the mid-block pedestrian crossings along N. Turner Street and D4 Street.
• Stop signs should be posted at internal intersections, as listed on pages 56-57. • For the Block I parking lot, the project should designate the eastern driveway for ingress only and western driveway for egress only. A sign should be posted at the egress driveway to alert drivers that only egress is permitted.
• Future residents assigned a parking space in the Block E garage should be provided instructions on how to operate the puzzle stackers prior to move in. Clear signage and instructions should be posted outside of each stacker with guidance on how to operate the mechanical stackers.
• A crosswalk should be added to the south leg of the Los Gatos Boulevard/Samaritan Drive/Burton Road intersection to ensure convenient paths for pedestrians walking to nearby transit stops. Truncated domes should be added at the pedestrian ramp at the southwest corner to ensure the crosswalk meets the needs of people with visual disabilities. The Town may choose to collect funding for this improvement but defer its implementation to coincide with future Burton Road improvements expected when the adjacent properties redevelop since it could affect the location and design of a new crosswalk on the south leg.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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1. Introduction
This report presents the results of the transportation analysis (TA) conducted for the proposed Master Plan for Phase II of the North 40 development in Los Gatos, California. The project site is located along the west side of Los Gatos Boulevard, between Walker Street and Burton Road. The project location and the surrounding area is shown on Figure 1.

The project would include up to 450 multi-family dwelling units, approximately 15,000 square feet (s.f.) of retail space, and approximately 3,000 s.f. of community/civic space. The Phase II Plan Area would have right-turn-only access to Los Gatos Boulevard via two new streets, C5 Street and C1 Street, and full access via the new signalized intersection at Los Gatos Boulevard and Walker Street, which was constructed in Phase I. While the project would not provide vehicular access to and from Burton Road, the project shall accommodate a future through access connection to advance the Town’s circulation goals expressed in the North 40 Specific Plan as follows: provide an Irrevocable Offer of Dedication in fee for the Town to improve Burton Road to an approximately 56 foot right-of-way in the future; and provide an Irrevocable Offer of Dedication as a public service easement to allow the Town or a third party to construct a future through access connection from the project site to Burton Road and then for ongoing vehicular access. The Phase II project would construct a multi-use path running along the west side of Turner Street, where it transitions to the east side of Turner Street, north of C5 Street, to the property line that would connect to any future bicycle and pedestrian facilities that may be constructed along Burton Road. The connection of the multi-use path will also include an easement to allow for the construction of this future connection by others. Furthermore, the Phase II project would construct a sidewalk and landscaping within an eight-foot wide public access easement along the site frontage on Burton Road to conform with the ultimate street cross section to be completed by others. The project will provide bicycle and pedestrian connections identified in the North 40 Specific Plan including multiuse paths along Los Gatos Boulevard, N. Turner Street, and C5 Street. The Paseo will provide an additional bike accessible route through the project site between N. Turner Street and Los Gatos Boulevard. The project site plan is shown on Figure 2.

The potential effects of the project were evaluated in accordance with the standards and methodologies set forth by the Town of Los Gatos and the Santa Clara Valley Transportation Authority (VTA)’s Congestion Management Program (CMP).

ITEM NO. 1.

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ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 4
Scope of Study
CEQA Transportation Analysis
The Phase II Master Plan project proposes a housing development with a density of 31.3 du/ac. This is consistent with the newly adopted Housing Element and the HEOZ zoning designation applicable to the project site, which assume residential uses at no less than 30 du/ac. The Town determined that development consistent with the Housing Element and zoning ordinance amendments would not have transportation impacts beyond what were analyzed in the certified 2040 General Plan Environmental Impact Report (EIR). Therefore, development of the project would not result in any new significant effects or increase the severity of previously identified transportation effects related to transportation and circulation as compared with the 2040 General Plan EIR, and no subsequent VMT analysis is required. The 2040 GP EIR identified a significant and unavoidable impact (Impact T-2) related to the increase in VMT associated with the development and population growth facilitated by the 2040 General Plan. In accordance with the mitigation measure T-1 identified in the EIR, the project would be required to implement one or more VMT reduction strategies.

In addition to CEQA Guidelines Section 15064.3’s direction regarding VMT impacts discussed above, the CEQA Guidelines call for transportation impacts to be evaluated based on the potential to conflict with a program, plan, ordinance or policy assessing the circulation system, including transit, roadways, bicycle, and pedestrian facilities; and the potential to substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses. Each of these issues are addressed in detail in Chapter 4 of this TA. Because the project would be consistent with established Town and regional policies and plans related to bicycle and pedestrian facilities and transit service in the project area, and because the project would meet Town design standards for roadways, intersections, turning movements, and queuing, no new or more severe environmental impacts with respect to transportation would occur as a result of the project, and no subsequent CEQA review is required.

The retail and community spaces of the proposed Phase II Master Plan project are supportive of the proposed residential uses and are consistent with the approved North 40 Specific Plan, for which an EIR was previously prepared. Thus, further analysis of the transportation impacts under CEQA is not required.

Comparison to North 40 Specific Plan EIR
The North 40 Specific Plan EIR was based on the Draft Plan and analyzed two alternatives: both with 364 housing units, a 150-room hotel, and retail facilities. Alternative A consisted of 269,000 s.f. of retail space and 131,000 s.f. of office space. Alternative B consisted of 400,000 s.f. of retail space. The Town Council later edited the build-out limits included in the Draft Plan and ultimately adopted a North 40 Specific Plan that allows a maximum of 270 residential units, 435,000 s.f. of new non-residential development, and 66,000 s.f. of existing commercial uses including up to 250,000 s.f. of new office/hotel, and up to 400,000 s.f. of other new commercial space.

Subsequent to the adoption of the Specific Plan, the Town of Los Gatos adopted their General Plan Update, which included their Housing Element that supersedes the development limits set forth in the North 40 Specific Plan. Since then, the proposed developments within the Plan area have changed to include more residential development and less non-residential development. North 40 Phase I developments were approved with a density bonus that permits 320 residential units in total including 83 cottage cluster homes (semi-detached), 187 multi-family units, and 50 senior apartment units, as well as 57,500 s.f. of commercial retail space. According to the application submitted by GrosvenorProperty Americas, the proposed North 40 Phase II development would consist of 450 multi-family dwelling units, approximately 15,000 square feet (s.f.) of retail space, and approximately 3,000 s.f. of

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 5
community/civic space. The Town has also received a development application for another property within the North 40 Plan area at 14849 Los Gatos Boulevard that proposes 117 residential dwelling units and 19,621 s.f. of commercial retail space. In addition, the following properties within the North 40 Specific Plan area have not yet submitted an application:
• 16245 Burton Road
• 16240 Burton Road
• 16210 Burton Road and 14831 Los Gatos Boulevard
• 14823 Los Gatos Boulevard
Based on the density identified in the Housing Element, the Town estimates the potential for a total of 103 new residential dwelling units on those sites.

Table 1 summarizes the North 40 Specific Plan area trips as presented in the EIR and the remaining allowable number of trips after completion of the Phase I development. The proposed Phase II development would generate a net 2,968 new daily trips, with 225 new trips (66 inbound and 159 outbound) occurring during the AM peak hour and 284 new trips (162 inbound and 122 outbound) occurring during the PM peak hour (see Chapter 3), which is well below the Phase II trip allowance of 11,360 new daily trips, with 550 new trips (367 inbound and 183 outbound) in the AM peak hour and 1,249 new trips (544 inbound and 705 outbound) in the PM peak hour. Thus, the trips generated collectively by the development of Phases I and II would not exceed the trip generation estimates analyzed in the North 40 Specific Plan EIR Transportation Analysis. Thus, the Phase II project would not increase the severity of the previously identified transportation impacts or result in any new transportation impacts. Furthermore, the North 40 Phase I and II developments would allow for the other pending and anticipated developments within the North 40 Specific Plan area to also fit within the total daily and peak-hour trip envelope analyzed in the North 40 Specific Plan EIR, although the split between inbound and outbound trips would differ. Since the total trips generated by the currently proposed development are less than what was analyzed in the North 40 Specific Plan EIR, it is presumed the conclusions of the EIR remain valid. Additionally, the analysis presented in this report outlines the potential effects of the Phase II development. No new adverse effects were identified beyond what was already identified in the North 40 Specific Plan EIR, indicating that the conclusions of the EIR remain valid. The detailed trip generation for the approved, proposed, pending, and anticipated North 40 sites are shown in Appendix A.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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Table 1
Phase II Development Consistency
Land Use Trips In Out Total In Out Total
Total North 40 Trip Generation (from North 40 Specific Plan EIR) Alternative A 15,757 422 263 685 690 836 1,526
Alternative B 15,500 229 240 469 761 727 1,488
Maximum of Alternative A & B 15,757 422 263 685 690 836 1,526 Approved Phase I Land Uses (4,397) (55) (80) (135) (146) (131) (277) Single-Family Detached Housing 83 d.u.

Apartments and Townhomes 187 d.u.

Affordable Senior Housing 50 d.u.

Commerical/Retail 57,500 s.f.

Phase II Trip Allowance (Total - Phase I) 11,360 367 183 550 544 705 1,249 Proposed Phase II Trips1
(2,968) (66) (159) (225) (162) (122) (284)
Remaining Trip Allowance after Phase II 8,392 301 24 325 382 583 965 Remaining North 40 Specific Plan Development (Pending and Anticipated) 14849 Los Gatos Boulevard (Housing & Retail)2
(944) (31) (44) (75) (64) (53) (117)
Housing 117 d.u
Retail 19,600 s.f.

North 40 Undeveloped Sites without an Application3
(468) (9) (29) (38) (24) (16) (40)
16245 Burton Road 50 d.u
16240 Burton Road 7 d.u
16210 Burton Road & 14831 Los Gatos Boulevard 23 d.u
14823 Los Gatos Boulevard 10 d.u
Remaining Trip Allowance at Buildout of Plan Area 6,980 261 (49) 212 294 514 808 Notes:
1 See Table 5 (Project Trip Generation Estimates) for detailed trip generation estimates. 2 Project Size based on Preliminary Application found on the Town's Pending Project List (May 2024) 3 Project sizes estimated by Town of Los Gatos staff based on estimated number of units on each site in the Town's Housing Element
AM Peak Hour PM Peak Hour
Daily Trip Trip
Size

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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Local Transportation Analysis
The Town requires a Local Transportation Analysis (LTA) to determine whether the project would contribute to any on-site or off-site operational issues based on intersection levels of service (LOS) or queuing. The LTA also includes an evaluation of transit, bicycle, and pedestrian access, a site plan review, and parking analysis. The LTA was prepared in accordance with the standards and methodologies set forth by the Town and the Santa Clara Valley Transportation Authority (VTA). The VTA administers the County Congestion Management Program (CMP).

The LTA includes an intersection operational analysis to evaluate traffic operational effects of the project on key intersections in the vicinity of the site. The 22 study intersections, as listed below, were selected in accordance with VTA’s Transportation Impact Analysis (TIA) Guidelines (October 2014) and in consultation with Los Gatos staff (see Figure 1). Four study intersections are designated as CMP intersections. Five of the study intersections are subject to the jurisdiction of the City of San Jose or Campbell.

1. Winchester Boulevard & Lark Avenue

2. University Avenue & Lark Avenue

3. SR-17 SB Ramps & Lark Avenue

4. SR-17 NB Ramps & Lark Avenue

5. Highland Oaks Drive & Lark Avenue (unsignalized)

6. Bascom Avenue & SR-85 NB Ramps (CMP) [San Jose]

7. Bascom Avenue & SR-85 SB Ramps (CMP) [San Jose]

8. Los Gatos Boulevard/Bascom Avenue & Samaritan Drive/Burton Road (CMP)[Los Gatos/San Jose]

9. Los Gatos Boulevard & Walker Street

10. Los Gatos Boulevard & Lark Avenue (CMP)

11. Los Gatos Boulevard & Gateway Drive/Garden Lane

12. Los Gatos Boulevard & Village Square

13. Los Gatos Boulevard & Los Gatos Almaden Road/Chirco Drive

14. Los Gatos Boulevard & Blossom Hill Road

15. Winchester Boulevard & Wimbledon Drive

16. Winchester Boulevard & Albright Way

17. Winchester Boulevard & SR-85 SB Ramp

18. Winchester Boulevard & SR-85 NB Ramp

19. Winchester Boulevard & Knowles Drive [Los Gatos/Campbell]

20. Bascom Avenue & White Oaks Avenue/White Oaks Road [San Jose/Campbell]

21. Los Gatos Boulevard & C5 Street (future) (unsignalized)

22. Los Gatos Boulevard & C1 Street (future) (unsignalized) Traffic conditions at the study intersections were analyzed for the weekday AM and PM peak hours.

The weekday AM peak hour is generally between 7:00 and 9:00 AM and the weekday PM peak hour is typically between 4:00 and 6:00 PM. It is during these periods that the most congested traffic conditions occur on a typical weekday.

Intersection traffic conditions were evaluated for the following scenarios:
• Existing Conditions. Existing AM and PM peak-hour traffic volumes were obtained from new turning-movement counts conducted in April 2022, May 2023, November 2023, and March 2024 and the 2018 CMP monitoring report.
• Existing Plus Project Conditions. Existing plus project traffic volumes were estimated by adding to the existing traffic volumes the additional traffic generated by the Phase II project.

ITEM NO. 1.

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Existing plus project conditions were evaluated relative to existing conditions to determine potential adverse project effects.
• Background Conditions. Background traffic volumes were estimated by adding to existing peak-hour volumes the projected volumes from approved but not yet completed developments in the vicinity of the project. A list of approved but not yet constructed developments was obtained from the Town of Los Gatos and the Cities of San Jose and Campbell (see Appendices E and F). Background conditions assume the completion of all Phase I development in the North 40 Specific Plan area (see Appendix A). • Background Plus Project Conditions. Background plus project traffic volumes were estimated by adding to background traffic volumes the additional traffic generated by the Phase II project.

Background plus project conditions were evaluated relative to background conditions to determine potential adverse project effects.
• Cumulative No Project Conditions. Cumulative conditions represent future traffic volumes on the planned roadway network that would result from traffic growth projected to occur due to the approved developments and other proposed but not yet approved (pending) developments in the study area. The added traffic from pending developments was based on the list of pending projects provided by the Town of Los Gatos and the Cities of San Jose and Campbell.

Cumulative conditions assume buildout of all parcels within the North 40 Specific Plan area outside of the Phase II site, including properties that have not yet submitted development applications. In addition, though not proposed as part of the Phase II project, cumulative conditions reflect the future connection of Burton Road to North Turner Street (formerly known as North A Street in the North 40 Specific Plan), as depicted in the North 40 Specific Plan. • Cumulative Plus Project Conditions. Cumulative plus project traffic volumes were estimated by adding the new traffic generated by the Phase II project.

The LTA also includes a vehicle queuing analysis at selected intersections, a trip “fair share” calculation, an internal street intersection analysis, a cut-through evaluation, a review of collisions at nearby major roadways, a review of site access and on-site circulation, an evaluation of potential effects to transit, bicycle, and pedestrian facilities, and a parking analysis.

Intersection Operations Analysis Methodology
This section presents the methods used to determine the traffic conditions at the study intersections. It includes descriptions of the data requirements, the analysis methodologies, and the applicable intersection level of service standards.

Data Requirements
The data required for the analysis were obtained from new traffic counts, the Town of Los Gatos, the City of San Jose, the City of Campbell, the 2018 CMP Annual Monitoring Report, and field observations. The following data were collected from these sources:
• Existing traffic volumes
• Lane configurations
• Signal timing and phasing
• Lists of approved and pending developments.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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Level of Service Analysis Methodology and Standards
Traffic conditions at the study intersections were evaluated using level of service (LOS). Level of Service is a qualitative description of operating conditions ranging from LOS A, or free-flow conditions with little or no delay, to LOS F, or jammed conditions with excessive delays. The analysis methods are described below.

Intersections operations were evaluated against the level of service standards set forth by the Town of Los Gatos, City of San Jose, and the City of Campbell.

Signalized Intersections
The Town of Los Gatos evaluates level of service at signalized intersections based on the 2000 Highway Capacity Manual (HCM) level of service methodology. This HCM method evaluates signalized intersection operations on the basis of average control delay time for all vehicles at the intersection.

The correlation between average delay and level of service is shown on Table 2.

This study utilizes TRAFFIX software to determine intersection levels of service based on the 2000 HCM methodology. Since TRAFFIX is approved by VTA as the level of service analysis software for CMP signalized intersections, the Town employs the CMP defaults values for the analysis parameters.

TRAFFIX software was used to analyze intersection operations and intersection adverse effects based on the increases in critical-movement delay and the volume-to-capacity ratio (v/c) between no-project and project scenarios.

The Town of Los Gatos has established LOS D as the minimum acceptable intersection operations standard for all signalized intersections, including the CMP study intersections at Los Gatos Boulevard/Bascom Avenue/Samaritan Drive/Burton Road and Los Gatos Boulevard/Lark Avenue. The Cities of San José and Campbell have established LOS D as the minimum acceptable intersection operations standard except at CMP intersections where the standard is LOS E.

Unsignalized Intersections
Level of service analysis at unsignalized intersections is generally used to determine the need for modification in the type of intersection control (i.e., all-way stop or signalization). As part of the evaluation, traffic volumes, delays and traffic signal warrants are evaluated to determine if the existing intersection control is appropriate.

For side street stop-controlled intersections (two-way or T-intersections), operations are defined by the average control delay experienced by vehicles entering the intersection from the stop-controlled approaches on minor streets or from left-turn approaches on major streets. The level of service is reported based on the average delay for the worst approach. The level of service definitions for unsignalized intersections are shown on Table 3. This study utilizes the TRAFFIX software to determine intersection levels of service based on the 2000 HCM methodology for unsignalized intersection.

The Town of Los Gatos does not have an adopted level of service standard for unsignalized intersections. However, the Town strives to maintain LOS D for unsignalized intersections.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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Table 2
Signalized Intersection Level of Service Definitions Based on Control Delay Table 3
Unsignalized Intersection Level of Service Definitions Based on Average Delay Level of
Service Description Average Control Delay per Vehicle (sec.) A
Operations with very low delay occurring with favorable progression and/or short cycle lengths. up to 10.0
B
Operations with low delay occurring with good progression and/or short cycle lengths. 10.1 to 20.0
C
Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear.

20.1 to 35.0
D
Operations with longer delays due to a combination of
unfavorable progression, long cycle lengths, or high V/C ratios.

Many vehicles stop and individual cycle failures are noticeable.

35.1 to 55.0
Sources: Transportation Research Board, 2000 Highway Capacity Manual. Traffic Level of Service Analysis Guidelines , Santa Clara County Transportation Authority Congestion Management Program, June 2003.

E
Operations with high delay values indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences. This is considered to be the limit of acceptable delay.

55.1 to 80.0
F
Operation with delays unacceptable to most drivers occurring due to oversaturation, poor progression, or very long cycle lengths.

Greater than 80.0
A Little or no traffic delay 10.0 or less
B Short traffic delays 10.1 to 15.0
C Average traffic delays 15.1 to 25.0
D Long traffic delays 25.1 to 35.0
E Very long traffic delays 35.1 to 50.0
F Extreme traffic delays greater than 50.0
Source: Transportation Research Board, 2000 Highway Capacity Manual (Washington, D.C., 2000) p17-2.

Level of Service Description Average Delay Per Vehicle (Sec.)

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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Definition of Adverse Intersection Operational Effects
Adverse operational effects on the study intersections are based on the Town’s Transportation Analysis (TA) Guidelines, the City of San José’s Traffic Impact Analysis (LOS) Guideline, and the VTA’s TIA Guidelines.

Signalized Intersections
According to the Town of Los Gatos, a project is said to create an adverse effect at a signalized intersection if for either peak hour, either of the following conditions occurs:

1. The level of service at the intersection degrades more than one level (e.g., from LOS A to C) overall or at the worst individual approach delay if it is at LOS A, B, or C, or

2. The level of service at the intersection drops at all (e.g., from LOS D to E or F) overall or at the worst individual approach delay if it is at LOS D or below.

For non-CMP intersections located within the Cities of San Jose and Campbell, a project is said to create an adverse effect at a signalized intersection if for either peak hour the level of service falls below LOS D with the addition of project traffic to baseline conditions. For intersections already operating at an unacceptable level of service (LOS E or F) under baseline conditions, an adverse effect would occur if either of the following conditions occurs:

1. An increase in average critical delay value by 4.0 seconds or more and an increase in the critical V/C ratio of .01 or more, or

2. A decrease in average critical delay and an increase in the critical V/C ratio of .01 or more.

For designated CMP intersections, a project is said to create an adverse effect at a signalized intersection if for either peak hour the level of service falls below LOS E with the addition of project traffic to baseline conditions. For intersections already operating at an unacceptable level of service (LOS F) under baseline conditions, an adverse effect would occur if the addition of project traffic increases the average control delay for critical movements by 4 seconds or more and the project traffic increases the critical v/c value by .01 or more. The exception to this threshold is when the addition of project traffic reduces the amount of average control delay for critical movements, i.e., the change in average control delay for critical movements are negative. In this case, the threshold is when the project increases the critical v/c value by 0.01 or more.

Unsignalized Intersections
A project is said to create an adverse operational effect on traffic conditions at an unsignalized intersection in the Town of Los Gatos if for either peak hour:

1. The addition of project traffic causes the average intersection delay for all-way stop controlled or the worst movement/approach for side-street stop-controlled intersections to degrade to LOS E or F, and

2. The intersection meets the Caltrans signal warrant criteria.

Intersection Vehicle Queuing Analysis
The analysis of intersection operations is typically supplemented with a vehicle queuing analysis at study intersections where the project would add a substantial number of vehicle trips to the left-turn movements or stop-controlled approaches. The analysis provides a basis for estimating future left-turn pocket storage requirements at the study intersections and is presented for informational purposes only, since the Town of Los Gatos has not defined a policy related to queuing. Vehicle queues were

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 12
estimated using a Poisson probability distribution, which estimates the probability of “n” vehicles for a vehicle movement using the following formula:

P (x=n) = 
n e – ()
n!
Where:

P (x=n) = probability of “n” vehicles in queue per lane n = number of vehicles in the queue per lane
 = average # of vehicles in the queue per lane (vehicles per hr per lane * cycle length in seconds/3600 seconds per hr)
The basis of the analysis is as follows: (1) the Poisson probability distribution is used to estimate the 95th percentile queue for a particular left-turn movement; (2) the estimated number of vehicles in the 95th percentile queue is translated into a queue length, assuming 25 feet per vehicle; and (3) the estimated 95th percentile queue length is compared to the existing or planned available storage capacity for the left-turn movement. This analysis thus provides a basis for estimating future turn pocket storage requirements at intersections.

For signalized intersections, the 95th percentile queue length value indicates that during the peak hour, a queue of this length or less would occur on 95 percent of the signal cycles. A queue length larger than the 95th percentile queue would only occur on 5 percent of the signal cycles (about 3 cycles during the peak hour for a signal with a 60-second cycle length). Thus, turn pocket storage designs based on the 95th percentile queue length would ensure that storage space would be exceeded only 5 percent of the time for a signalized movement. Vehicle queuing at unsignalized intersections is evaluated based on the delay experienced at the specific study turn movement.

Report Organization
This report has a total of five chapters. Chapter 2 describes existing conditions including the existing roadway network, transit service, and bicycle and pedestrian facilities. Chapter 3 presents the vehicle operational analysis including the method by which project traffic is estimated and the project’s traffic effects on the intersection operations and vehicle queueing. Chapter 4 presents the analyses of other transportation-related issues, including site access and on-site circulation, potential effects on bicycle, pedestrian, and transit facilities, and parking. Chapter 5 summarizes the conclusions and recommended roadway improvements for the project.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 13

2. Existing Transportation Conditions
This chapter describes existing conditions for transportation facilities within and in the vicinity of the project area including the roadway network, transit services, pedestrian and bicycle facilities, and traffic operations at the study intersections.

Existing Roadway Network
Regional roadway access to the project site is provided via SR-17 and SR-85. Major roadway access to the site is provided via Los Gatos Boulevard. Other major roadways in the project vicinity include Lark Avenue, Samaritan Drive, and Winchester Boulevard. These facilities are described below.

Los Gatos Boulevard is a two-to-six-lane arterial that runs in a north-south direction. A full interchange provides access to and from SR-85. Adjacent to the project site, there are four lanes with a median turn lane. Los Gatos Boulevard transitions from Bascom Avenue in the north at the SR 85 southbound ramps and extends southward to Jackson Street, where it transitions into Main Street. Los Gatos Boulevard includes sidewalks on the west side of the street in the project vicinity. The posted speed limit is 35 miles per hour (mph). On-street parking is prohibited in the project vicinity. Striped bike lanes are present along Los Gatos Boulevard, south of Lark Avenue. Los Gatos Boulevard provides direct access to the project site via the proposed new streets at C1 Street and C5 Street. Other access to the project site is via Walker Street and Turner Street.

Lark Avenue is a four-to-six-lane arterial in an east-west direction. It extends from Winchester Boulevard in the west to Los Gatos Boulevard in the east. A full interchange provides access to and from SR-17.Sidewalks and bike lanes are present along both sides of the street for the full length of Lark Avenue. In addition, an off-street bike path is provided on the north side of Lark Avenue east of SR-17. The posted speed limit is 30 mph. On-street parking is prohibited in the project vicinity. Access to the project site from Lark Avenue is provided via Turner Street, Los Gatos Boulevard, C1 Street, and C5 Street.

Samaritan Drive is a two-to-four-lane connector in an east-west direction. It extends from Los Gatos Boulevard in the west to Union Avenue in the east. Sidewalks and bike lanes are present along both sides of Samaritan Drive. The posted speed limit is 30 mph. Access to the project site from Samaritan Drive is provided via Los Gatos Boulevard, C1 Street, and C5 Street.

Winchester Boulevard is a two-to-four-lane arterial in a north-south direction. It extends from San Jose and Campbell in the north to Blossom Hill Road in Los Gatos, where it becomes Santa Cruz Avenue. Sidewalks and bike lanes are present along both sides of Winchester Boulevard. The posted speed limit is 35 mph. Access to the project site from Winchester Boulevard is provided via Lark Avenue.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 14
Existing Pedestrian Facilities
Pedestrian facilities consist of sidewalks, crosswalks, and pedestrian signals at signalized intersections.

In the vicinity of the project site, sidewalks are present along the project frontage along Los Gatos Boulevard. Sidewalks are also present along both sides of Lark Avenue and Samaritan Drive.

Crosswalks with pedestrian signal heads and push buttons are provided at all approaches at the Los Gatos Boulevard/Walker Street and Los Gatos Boulevard/Lark Avenue intersections. The Los Gatos Boulevard/Burton Road/Samaritan Drive intersection has crosswalks with pedestrian signal heads and push buttons on all but the south approach.

The Los Gatos Bicycle and Pedestrian Master Plan, adopted in 2017 and updated in 2020, does not list any pedestrian improvements in the project vicinity.

Existing Bicycle Facilities
The existing and proposed bicycle facilities within the vicinity of the project site include bike paths (Class I bikeway), striped bike lanes (Class II bikeway), and protected bike lanes (Class IV bikeway) (see Figure 3).

Class I bikeways include bike paths, which are shared between pedestrians and bicyclists and separated from motor vehicle traffic. Within the project vicinity, the Los Gatos Creek Trail exists parallel to State Route 17, with the nearest entry point on Lark Avenue. A multi-use path also exists along the North 40 Phase I project frontage on Lark Avenue and Los Gatos Boulevard.

Class II bike lanes are striped preferential lanes on the roadway for one-way bicycle travel. Some bicycle lanes include a striped buffer on one or both sides to increase separation from the traffic lane or from parked cars. Existing bicycle lanes are present along:
• Los Gatos Boulevard south of Lark Avenue
• South side of Lark Avenue
• North side of Lark Avenue, west of SR-17
• Samaritan Drive
• Bascom Avenue, north of SR-85
• Winchester Boulevard, between Vineland Avenue and Daves Avenue • Los Gatos-Almaden Road
• Blossom Hill Road, between Santa Cruz Avenue and Camino Del Cerro Class III bicycle routes are vehicular roadways designated to be shared with bicyclists. Bike routes are typically designated only with signage or with painted shared lane markings (sharrows) on a road that indicate to motorists that bicyclists may use the full travel lane. Bicycle routes are present along:
• National Avenue
Class IV protected bike lanes are protected by physical barriers such as flexible bollards, raised curb, parking, or planter boxes. Protected bike lanes are present along:
• Winchester Boulevard, between Albright Way and Vineland Avenue • Blossom Hill Road between Roberts Road and Los Gatos Boulevard

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 15
The Los Gatos Bicycle and Pedestrian Master Plan, adopted in 2017 and updated in 2020, lists several proposed bicycle facilities in the project vicinity. The proposed facilities are as follows:
• Class IV bike path on Lark Avenue between Winchester Boulevard and Los Gatos Boulevard • Class IV bike path on Los Gatos Boulevard between Town limits and Shannon Road • Sharrows and Class III bike route on University Avenue between Main Street and Lark Avenue, where Class II bike lanes do not exist
In addition to the Los Gatos Bicycle and Pedestrian Master Plan, the Los Gatos 2040 General Plan, adopted in 2022, lists several proposed bicycle facilities in the project vicinity that are not covered in the Los Gatos Bicycle and Pedestrian Master Plan. The proposed facilities are as follows:
• Class II bike lanes on Los Gatos Boulevard, between Town limits and Lark Avenue • Class IV bike path on Los Gatos Boulevard between Lark Avenue and Shannon Road • Sharrows and Class III bike route on Camino Del Sol
• Sharrows and Class III bike route on Gateway Drive
• Sharrows and Class III bike route on Carlton Avenue
It should be noted that at a minimum, the Town is striving for at least a Class II bike lane along Los Gatos Boulevard within the Town limits.

ITEM NO. 1.

San
Jose
Campbell
Los
Gatos Los Gatos
Creek Trail
University Ave
Los Gatos Blvd
S Bascom Ave
Carlton Ave
W Hacienda Ave
Lark Ave
Winchester Blvd
Los Gatos Almaden Rd
Woodard Rd
S Winchester Blvd
Wedgewood Ave
White Oaks Rd
Samaritan Dr
Wimbledon Wimbledon
Dr
Chirco Dr Chirco Dr
Garden
Ln
Knowles Knowles
Dr
Burton
Rd
n
d
Wimbledon
Dr
Chirco Dr
Garden
Ln
Camino
del Sol del Sol
Knowles
Dr
Burton
Rd
Blossom Hill Rd
Garden Hill
Drl
r
Highland Highland Oaks Dr Oaks Dr
Camino
del Sol
Garden Hill
Dr
Highland
Oaks Dr
85 85
17 17
White Oaks Ave White Oaks Ave
National Ave National Ave
Cherry Blossom Ln Cherry Blossom Ln
Albright Albright
Wy
White Oaks Ave
National Ave
Walker
St
r
t
Walker
Cherry Blossom Ln
Albright
Wy
LEGEND
= Existing Class I Bike Paths
= Proposed Class I Bike Paths
= Existing Class II Bike Lane
= Existing Class III Bike Route/Sharrow
= Proposed Class III Bike Route/Sharrow
= Existing Class IV Cycle Track
= Proposed Class IV Cycle Track
= Site Location
North 40 Phase II TA
Figure 3
Existing and Proposed Bicycle Facilities

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 17
Existing Transit Services
Existing transit service to the study area is provided by the VTA. Route 27 serves the project area along Los Gatos Boulevard and travels between Winchester Station and Kaiser San Jose. Route 61 provides service between Good Samaritan Hospital and the Berryessa area of San Jose (Sierra Road & Piedmont Road) and runs along Bascom Avenue and Samaritan Drive in the project vicinity. The bus stops closest to the project site are located on the west side of Los Gatos Boulevard just north of the project site and on the east side of Los Gatos Boulevard near Walker Street. Route 27 and Route 61 run on approximately 30-minute headways on weekdays.

Existing Intersection Lane Configurations and Traffic Volumes The existing lane configurations at the study intersections were determined by observations in the field and are shown on Figure 4. Existing AM and PM peak-hour traffic volumes (see Figure 5) were obtained from new traffic counts (see Appendix B) in April 2022, May 2023, November 2023, and March 2024. Per the VTA’s TIA Guidelines, which require the use of intersection data from the CMP Monitoring and Conformance Program whenever possible, PM peak-hour volumes at CMP intersections were obtained from the 2018 CMP Annual Monitoring Report. Traffic volumes for all traffic scenarios are tabulated in Appendix C.

Existing Intersection Levels of Service
The results of the existing intersection level of service analysis are shown in Table 4. All study intersections currently operate at an acceptable level of service. The detailed intersection level of service calculation sheets for all study scenarios are included in Appendix D.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 18
Table 4
Existing Intersection Levels of Service
Study
Number Intersection
AM 18.3 B
PM 19.5 B
AM 21.0 C
PM 24.2 C
AM 30.2 C
PM 30.7 C
AM 16.6 B
PM 11.9 B
AM 12.2 B
PM 12.7 B
AM 24.7 C
PM 21.0 C
AM 23.8 C
PM 28.1 C
AM 31.6 C
PM 30.7 C
AM 8.6 A
PM 7.2 A
AM 36.3 D
PM 32.9 C
AM 24.6 C
PM 24.1 C
AM 9.5 A
PM 18.4 B
AM 28.0 C
PM 28.1 C
AM 39.5 D
PM 39.2 D
AM 11.4 B
PM 15.1 B
AM 15.4 B
PM 20.3 C
AM 13.7 B
PM 9.3 A
AM 15.7 B
PM 15.5 B
AM 33.8 C
PM 37.3 D
AM 23.7 C
PM 16.1 B
AM n/a n/a
PM n/a n/a
AM n/a n/a
PM n/a n/a
Note:
20 Bascom Avenue &
White Oaks Avenue/White Oaks Road
21 Los Gatos Boulevard & C5 Street (future)
22 Los Gatos Boulevard & C1 Street (future)
17 Winchester Boulevard & SR 85 SB Ramp
18 Winchester Boulevard & SR 85 NB Ramp
19 Winchester Boulevard & Knowles Drive
14 Los Gatos Boulevard & Blossom Hill Road
15 Winchester Boulevard & Wimbledon Drive
16 Winchester Boulevard & Albright Way
1 denotes a two-way stop controlled intersection. The average delay for the worst leg is shown. 1 Winchester Boulevard & Lark Avenue
Existing Conditions
Avg. Delay
(sec)
Peak
Hour LOS
4 Northbound Highway 17 Ramps & Lark Avenue
9 Los Gatos Boulevard & Walker Street
2 University Avenue & Lark Avenue
3 Southbound Highway 17 Ramps/Garden Hill Drive &
Lark Avenue
8 Los Gatos Bouelvard/Bascom Avenue &
Samaritan Drive/Burton Rd (CMP)
5 Highland Oaks Drive/Turner Street & Lark Avenue1
6 Bascom Avenue & SR 85 NB Ramps (CMP)
7 Bascom Avenue & SR 85 SB Ramps (CMP)
13 Los Gatos Boulevard &
Los Gatos-Almaden Road/Chirco Drive
12 Los Gatos Boulevard & Village Square
10 Los Gatos Boulevard & Lark Avenue (CMP)
11 Los Gatos Boulevard & Gateway Drive/Garden Lane Page 499 ITEM NO. 1.

North 40 Phase II TA
NORTH
Not to Scale
Figure 4
Existing Lane Configurations
9 3
8 4
10 11 12
13 5
1 67
2 18 19
14 15 16
17 20
Ave
Lark
Ave
Lark
Wi
Blvd
nchester
Dr Samaritan
University
Ave
Hil
Dr
l
Garden
Off-Ramp
SR 17 NB
Highland
Oaks
Dr
S.

Bascom
Ave
Los
Gatos
Blvd
Dr Gateway
Ave
Lark Ave
Lark
Ave
Lark
Los
Gatos
Blvd
Los
Gatos
Blvd
St
Walker
Los
Gatos
Blvd
Ave
Lark
Los
Gatos
Blvd
Los
Gatos
Blvd
Rd
Hill
Wi
Blvd
nchester
Wy
Albright
Off-Ramp
SR-85 SB
Wi
Blvd
nchester
Wi
Blvd
nchester
Los
Gatos
Blvd
Dr
Chirco
Gatos Los
Rd
Almaden
Blossom
Dr
Cir Winchester
Los
Gatos
Blvd
Rd
Oaks
Dr
Knowles
Wi
Blvd
nchester
S.

Bascom
Ave
White
Ave
Oaks
White
Wi
Blvd
nchester
On-Ramp
SR-85 NB
STOP
STOP
SR 17 SB
Ramps
SR 85 NB
On-Ramp
SR 17 NB
On-Ramp
Burton
Rd
Garden
Ln
S. Turner
St
Wimbledon
Village
Sq
SR 85 NB
Off-Ramp
SR 85 SB
Off-Ramp
SR 85 SB
On-Ramp

ITEM NO. 1.

North 40 Phase II TA
NORTH
Not to Scale
Figure 4
Existing Lane Configurations
21 22 Los Gatos Blvd
Los
Gatos
Blvd
STOP
STOP
C5
St
C1
St
(future) (future)

ITEM NO. 1.

North 40 Phase II TA 344(283)
166(139)
247(338)391(690)
161(222)
1044(680)
168(173)
0(1)
101(239)
3(0)0(3)2(13)
220(138)
1028(729)
8(5)
3(4)
443(712)
105(121)
15(10)
13(7)
35(34)
658(468)22(19)668(850)
28(34)
771(523)
98(103)
84(77)
606(961)
5(6)
148(85)198(96)
741(582)
727(601)
192(285)
1133(1602)
20(15)
37(19)
1432(1152)
12(15)
31(20)
1295(1653)
16(10)
280(286)
467(1021)
280(204)693(1104)
241(235)
157(208)
642(989)274(512)
752(1109)145(243)
112(309)
0(36)
201(319)
35(24)
595(1101)
215(238)
14(6)501(875)417(540)
178(255)
24(9)
288(479)
31(35)
33(15)
26(21)
39(22)
836(1108)
11(10)645(805)11(11)
14(12)
25(11)
1041(616)
397(594)
8(33)
346(494)368(683)28(28)
19(55)
26(43)
9(35)
443(599)
25(40)
841(1181)
27(57)
938(972)
18(50)
20(38)999(1189)131(217)
43(62)
5(3)
201(164)
51(34)
6(6)
21(20)
28(34)
950(923)
27(83)
904(1044)83(159)
10(104)
4(23)
43(40)
734(711)111(246)
11(29)727(898)155(345)
173(161)
7(9)
279(179)
19(38)
9(19)
24(19)
167(139)419(465)147(277)
200(222)433(459)205(288)
250(214)
388(226)
256(183)
205(280)
143(306)
42(38)
124(185)
1371(797)
26(61)528(807)
51(38)
131(190)
77(127)
1153(800)
78(10)
65(74)492(748)37(8)
16(31)
1(1)
0(4)
32(51)
1(0)
38(54)
1152(988)
537(709)
293(188)
362(152)
390(283)
1040(853)
17(33)
298(297)499(682)6(10)
22(21)
15(23)
15(10)
411(315)495(479)
164(47)
294(150)437(517)30(34)
51(108)
26(22)
17(36)
290(258)
33(16)
256(342)
64(61)
623(936)
69(99)
36(27)776(542)26(42)
149(69)
39(8)
65(28)
38(34)
24(34)
106(107)
NORTH
Not to Scale
Figure 5
XX(XX) = AM(PM) Peak-Hour Traffic Volumes Existing Traffic Volumes LEGEND
9 3
8 4
10 11 12
13 5
1 67
2 18 19
14 15 16
17 20
Ave
Lark
Ave
Lark
B vd l
Winchester
Dr Samaritan
Univer
Ave
sity
Garden
Hill
Dr
Off-Ramp
SR 17 NB
B vd l
B
Ave
Los
Gatos
ascom
S.

Highl
Oaks
Dr
and
Dr Gateway
Ave
Lark Ave
Lark
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
St
Walker
B vd l
Los
Gatos
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
Rd
Hill
B vd l
Winchester
Wy
Albright
Off-Ramp
SR-85 SB
B vd l
Winchester
B vd l
Winchester B vd l
Los
Gatos
Dr
Chirco
Gatos Los
Rd
Almaden
Blossom
Dr
Cir Winchester
B vd l
Los
Gatos
Rd
Oaks
Dr
Knowles
B vd l
Winchester
B
Ave
ascom
S.

White
Ave
Oaks
White
B vd l
Winchester
On-Ramp
SR-85 NB
SR 17 SB
Ramps
SR 85 NB
On-Ramp
SR 17 NB
On-Ramp
Burton
Rd
Garden
Ln
S. Turner
St
Wimbledon
Village
Sq
SR 85 NB
Off-Ramp
SR 85 SB
Off-Ramp
SR 85 SB
On-Ramp
Bascom
Ave
Figure 5
Existing Traffic Volumes

ITEM NO. 1.

North 40 Phase II TA 850(1158) 705(826)
850(1158)
705(826)
NORTH
Not to Scale
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
LEGEND
21 22
B vd l
Los
Gatos
B vd l
Los
Gatos
C5
St
C1
St
(future) (future)
Figure 5
Existing Traffic Volumes

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 23

3. Intersection Operations Analysis
This chapter presents the intersection operations analysis including the method by which project traffic is estimated, the results of intersection level of service analysis, any adverse effects to intersection level of service caused by the project, and an intersection vehicle queuing analysis. A potential adverse effect on a study intersection is not considered a significant impact under CEQA.

Project Trip Estimates
The magnitude of traffic produced by new development and the locations where that traffic would appear are estimated using a three-step process: (1) trip generation, (2) trip distribution, and (3) trip assignment. In determining project trip generation, the magnitude of traffic entering and exiting the site is estimated for the AM and PM peak hours. As part of the project trip distribution, the directions to and from which the project trips would travel are estimated. In the project trip assignment, the project trips are assigned to specific streets and intersections. These procedures are described below.

Trip Generation
Trip generation rates resulting from new development proposed within the Town of Los Gatos typically are estimated using trip rates published in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition. Trips that would be generated by the proposed development were estimated using the ITE trip rates for Multi-Family Housing (Mid-Rise) (Land Use 221), Single-Family Attached Housing (Land Use 215), Affordable Housing (Land Use 223), Strip Retail Plaza (<40k) (Land Use 822), and Recreational Community Center (Land Use 495).

Mixed-Use Reduction
Because the project would construct a mixed-use development, project trip estimates were reduced to account for internal trips within the development (i.e., residents from the housing would access the retail uses on-site without taking a vehicle trip). Based on the VTA’s Transportation Impact Analysis Guidelines, a mixed-use reduction of 15 percent was applied to the smaller trip generator and an equal number of trips were subtracted from the larger trip generator. The rate of internalization is consistent with the assumptions in the North 40 Specific Plan EIR.

Pass-by Trips
Trip generation for retail uses is typically adjusted to account for pass-by trips. Pass-by trips are trips that would already be on the adjacent roadways traveling to and from other places (and are therefore already counted in the existing traffic) and would stop at the retail use along the way. Pass-by trips are therefore excluded from the traffic projections (although pass-by traffic is accounted for at the site

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 24
entrances). An average pass-by trip reduction of 25 percent was applied to all time periods. While this is consistent with the assumptions in the North 40 Specific Plan EIR, it is conservative compared to data published in the ITE Trip Generation Handbook, 3rd Edition, which reports an average pass-by trip rate of 34 percent for retail uses.

Transportation Demand Management (TDM)
In accordance with mitigation measure T-1 identified in the General Plan Update EIR, the project would be required to implement one or more VMT reduction strategies. The North 40 Phase II project will implement a TDM Plan to promote sustainable modes of transportation and reduce the number of vehicle trips and VMT that would be generated by the project. The TDM Plan will include a combination of services, incentives, facilities, and actions to shift residents and employees from driving alone to using transit, carpooling, cycling, and walking. TDM measures will be described in detail in a TDM plan, including the party responsible for implementing each measure (e.g., developer, tenant, HOA, Town, etc.). The specific elements of the TDM plan may vary over time, with periodic changes in the plan to reflect changes in the transportation environment and new technologies. To be conservative, the project trip generation estimates do not include any reduction for TDM measures.

Net Project Trips
After applying the mixed-use and pass-by trip reductions, the proposed project is estimated to generate a total of 2,968 new daily trips, with 225 new trips (66 inbound and 159 outbound) occurring during the AM peak hour and 284 new trips (162 inbound and 122 outbound) occurring during the PM peak hour (see Table 5).

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 25
Table 5
Project Trip Generation Estimates
Trip Distribution and Assignment
The trip distribution patterns for the project trips were estimated based on the surrounding roadway network and the locations of complementary land uses (see Figure 6). The trip distribution pattern is generally consistent with the assumptions in the North 40 Specific Plan EIR. The peak-hour vehicle trips generated by the project were assigned to the roadway network in accordance with the trip distribution patterns (see Figure 7). Pass-by trips at intersections adjacent to the project site are shown on Figure 8.

Land Use Size Units In Out Total In Out Total
Proposed
Multi-Family Housing 1255 du 1,170 23 78 101 61 39 100
Townhouses2127 du 917 15 45 60 42 30 72
100% Affordable Housing Building368 du 393 11 27 38 24 16 40 Mixed-Use Reduction (15%) 4(123) (2) (3) (5) (8) (8) (16) Net Housing Trips 2,357 47 147 194 119 77 196
Retail 515,014 s.f. 818 23 15 38 52 52 104
Mixed-Use Reduction (15%) 4(123) (3) (2) (5) (8) (8) (16) Pass-by-Reduction (25%) 6(174) (5) (3) (8) (11) (11) (22) Net Retail Trips 521 15 10 25 33 33 66
Community/Civic 73,000 s.f. 90 4 2 6 10 12 22
Total Vehicle Trips 2,968 66 159 225 162 122 284
Notes:
du = dwelling unit; s.f. = square feet
1 2
3 4
5 6
7 Community/civic AM peak-hour trip generation based on average rates and daily and PM peak-hour trip generation based on the fitted curve equation published in the ITE Trip Generation Manual, 11th Edition (2021) for Recreational Community Center (Land Use Code 495).

Retail daily trip generation based on average rates and peak-hour trip generation based on the fitted curve equation published in the ITE Trip Generation Manual, 11th Edition (2021) for Strip Retail Plaza (<40k) (Land Use Code 822).

Daily
Trips
AM Peak-Hour Trips PM Peak-Hour Trips
Trip generation based on fitted curve equation published in the ITE Trip Generation Manual, 11th Edition (2021) for Affordable Housing (Income Limits) (Land Use Code 223).

A pass-by reduction of 25% was taken from the retail use trips.

Based on the Santa Clara Valley Transportation Authority Transportation Impact Analysis Guidelines , the maximum trip reduction for a mixed-used development project with housing and retail component is equal to 15% off the smaller trip generator.

Trip generation based on fitted curve equation published in the ITE Trip Generation Manual, 11th Edition (2021) for Multi-Family Housing (Mid-Rise) (Land Use Code 221). Includes 23 affordable units within the multi-family building.

Trip generation based on fitted curve equation published in the ITE Trip Generation Manual, 11th Edition (2021) for Single-Family Attached Housing (Land Use Code 215).

ITEM NO. 1.

San
Jose
Campbell
Los
Gatos
6 20
7 10
11 12
9 22
13 14
21 2
15 16
19 18
17 3
4 5
1 8
University Ave
Los Gatos Blvd
Shannon Rd
S Bascom Ave
Curtner Ave ner Ave
Carlton Ave
W Hacienda Ave
Winchester Win
Cir
c
ir
hester
Lark Ave
Winchester Blvd
Los Gatos Almaden Rd
N Santa Cruz Ave
Los Gatos- L
Saratoga S
os Gatosaratoga
Rd
Winchester
Cir
Los GatosSaratoga
Rd
Woodard Rd
S Winchester Blvd
Wedgewood Ave
White Oaks Rd
Vineland Ave
Samaritan Dr
Daves Ave
Wimbledon Wimbledon
Dr
Chirco Dr Chirco Dr
Garden
Ln
Knowles Knowles
Dr
Burton
Rd
Albright A
Way
lbright
ay
Wimbledon
Dr
Chirco Dr
Roberts Rober
Rd
ts Roberts
Garden
Ln
Camino
del Sol del Sol
Knowles
Dr
Burton
Rd
Albright
Way
Blossom Hill Rd
Garden Hill
Drl
r
Highland Highland Oaks Dr Oaks Dr
Camino
del Sol
Garden Hill
Dr
Highland
Oaks Dr
85 17
9 White Oaks Ave White Oaks Ave
National Ave National Ave
White Oaks Ave
National Ave
Walker
St
r
t
Walker
15%
7%
15%
4%
2%
16%
7%
4%
2%
3%
5%
8%
7%
5%
X
= Trip Distribution
= Study Intersection
= Site Location
LEGEND
XX%
North 40 Phase II TA
Figure 6
Project Trip Distribution

ITEM NO. 1.

North 40 Phase II TA
3(6)
9(21)
6(5)
20(15)
26(20)
12(27)
10(25)
26(20)
11(9)
12(27)
5(11)
37(29)
24(18)
22(52)
61(47)
27(63)
24(18)
11(9)
5(11)
10(26)
35(27)26(20)
15(37)
10(25)
61(47)
3(2)
25(62)
1(3)
20(48)20(49)
78(60)
12(9)
17(13)
13(34)
61(47)34(26)
27(63)
11(29)
29(22)5(4)
2(5)
11(29)
29(22)
8(21)
21(16)8(6)
3(8)
3(8)
8(6)13(10)
5(13)
3(2)
17(13)
8(18)
1(3)
17(13)
8(18)
17(13)
8(18)
17(13)
8(18)
6(5)
11(8)
5(11)
3(7)
11(9)
5(11)
NORTH
Not to Scale
Figure 7
XX(XX) = AM(PM) Peak-Hour Trips Project Trip Assignment (without Burton Road Connection) LEGEND
9 3
8 4
10 11 12
13 5
1 67
2 18 19
14 15 16
17 20
Ave
Lark
Ave
Lark
B vd l
Winchester
Dr Samaritan
Univer
Ave
sity
Garden
Hill
Dr
Off-Ramp
SR 17 NB
B vd l
B
Ave
Los
Gatos
ascom
S.

Highl
Oaks
Dr
and
Dr Gateway
Ave
Lark Ave
Lark
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
St
Walker
B vd l
Los
Gatos
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
Rd
Hill
B vd l
Winchester
Wy
Albright
Off-Ramp
SR-85 SB
B vd l
Winchester
B vd l
Winchester B vd l
Los
Gatos
Dr
Chirco
Gatos Los
Rd
Almaden
Blossom
Dr
Cir Winchester
B vd l
Los
Gatos
Rd
Oaks
Dr
Knowles
B vd l
Winchester
B
Ave
ascom
S.

White
Ave
Oaks
White
B vd l
Winchester
On-Ramp
SR-85 NB
SR 17 SB
Ramps
SR 85 NB
On-Ramp
SR 17 NB
On-Ramp
Burton
Rd
Garden
Ln
S. Turner
St
Wimbledon
Village
Sq
SR 85 NB
Off-Ramp
SR 85 SB
Off-Ramp
SR 85 SB
On-Ramp
20(49)
52(40)

ITEM NO. 1.

North 40 Phase II TA
NORTH
Not to Scale
Figure 7
XX(XX) = AM(PM) Peak-Hour Trips Project Trip Assignment (without Burton Road Connection) LEGEND
84(98)
29(74)17(40)
101(77)
84(98)
17(40)101(77)
29(23)
21 22
B vd l
Los
Gatos
B vd l
Los
Gatos
C5
St
C1
St
(future) (future)

ITEM NO. 1.

San
Jose
Los
Gatos
Los Gatos Blvd
S Bascom Ave
Samaritan Dr
Burton Rd Burton Rd
C5 St
C1 St
Camino del Sol Camino del Sol
Burton Rd
C5 St
C1 St
North A St North A St
D4 St
North A St
D4 St
Camino del Sol
85 17
Walker St Walker St Walker St
= Site Location
LEGEND
XX(XX) = AM(PM) Peak-Hour Trips
North 40 Phase II TA
Figure 8
Pass-By Trip Assignment
+1(+4)
-2(-2)
+4(+8)
+2(+6)
+2(+4)
-1(0)
0(+1)
0(+1)
+1(+4)
+1(+2)
+1(+2)
+1(+4)
0(-1)
+1(+4)
-1(0)

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 30
Roadway Network
The roadway network under background, cumulative, and project conditions is assumed to be the same as under existing conditions with the following exception:
• Under cumulative conditions, it is assumed that the Town or a future developer will extend Burton Road to N. Turner Street (previously referred to as North A Street in the North 40 Specific Plan).

The peak-hour project trip assignment under cumulative conditions is shown on Figure 9. Project passby trips under cumulative conditions are shown on Figure 10.

Future Traffic Volumes
Existing Plus Project Traffic Volumes
Phase II project trips were added to existing traffic volumes to obtain existing plus project traffic volumes (see Figure 11).

Background Traffic Volumes
Background AM and PM peak-hour traffic volumes were estimated by adding to existing traffic volumes the trips generated by nearby approved but not yet completed or occupied projects (see Figure 12).

The Town of Los Gatos provided a list of approved and pending developments (Appendix E). Approved and pending developments from the Cities of San Jose and Campbell were also obtained. Hexagon considered both the location and size of the approved and pending developments to eliminate those that were too far away or too small to affect traffic conditions at the selected study intersections.

Background conditions reflect the additional traffic generated upon the completion of all Phase I developments in the North 40 Specific Plan area. The Phase I development was approved for 83 cottage cluster homes (semi-detached), 187 multi-family units, 50 senior apartment units, and 57,500 s.f. of commercial/retail. Most of the Phase I development has already been constructed and occupied.

Trips associated with the unsold and unbuilt portion of the Phase I development were added under the background scenario. This analysis assumes 43 unsold homes (unbuilt or built and unoccupied, as of April 2024) and 57,500 s.f. of commercial space (under construction) that would add traffic under background conditions1. The approved and pending projects assumed as part of the analysis are listed in Appendix F.

Background Plus Project Traffic Volumes
Phase II project trips were added to background traffic volumes to obtain background plus project traffic volumes (see Figure 13).

Cumulative Traffic Volumes
Traffic volumes under cumulative no project conditions (see Figure 14) were estimated by adding the trips from proposed but not yet approved (pending) developments to the background traffic volumes.

The approved and pending projects assumed as part of the analysis are listed in Appendix F.

Cumulative conditions assume buildout of all parcels within the North 40 Specific Plan area outside of the Phase II site, including properties that have not yet submitted development applications. Town staff 1 In addition, there are nine Phase I residential dwelling units yet to be built and occupied within the Transition District. The additional trips that would be added by these units (less than five per hour), would not affect the conclusions presented in this Transportation Analysis.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 31
estimated the potential future development on the following properties within the North 40 Specific Plan area that have not yet submitted an application based on the density identified in the Housing Element:
• 16245 Burton Road (estimated 50 d.u.)
• 16240 Burton Road (estimated 7 d.u.)
• 16210 Burton Road and 14831 Los Gatos Boulevard (estimated 23 d.u.) • 14823 Los Gatos Boulevard (estimated 10 d.u.)
In addition, cumulative conditions reflect changes in traffic pattern resulting from the planned future connection of Burton Road to N. Turner Street, as depicted in the North 40 Specific Plan.

Cumulative Plus Project Traffic Volumes
Project trips were added to cumulative traffic volumes to obtain cumulative plus project traffic volumes (see Figure 15). Note that the project trip assignment under cumulative conditions differs from other scenarios in that it assumes the project would have access to and from Los Gatos Boulevard via Burton Road.

ITEM NO. 1.

North 40 Phase II TA
3(6)
9(21)
6(5)
20(15)
26(20)
12(27)
10(25)
26(20)
11(9)
12(27)
5(11)
37(29)
24(18)
22(52)
61(47)
27(63)
24(18)
11(9)
5(11)
10(26)
35(27)26(20)
15(37)
10(25)
20(48)20(49)
78(60)
12(9)
17(13)
13(34)
61(47)34(26)
27(63)
11(29)
29(22)5(4)
2(5)
11(29)
29(22)
8(21)
21(16)8(6)
3(8)
3(8)
8(6)13(10)
5(13)
3(2)
17(13)
8(18)
1(3)
17(13)
8(18)
17(13)
8(18)
17(13)
8(18)
6(5)
11(8)
5(11)
3(7)
11(9)
5(11)
NORTH
Not to Scale
Figure 9
Cumulative Project Trip Assignment
(with Connection to Burton Road) XX(XX) = AM(PM) Peak-Hour Trips LEGEND Figure 9
Cumulative Project Trip Assignment
(with Connection to Burton Road) XX(XX) = AM(PM) Peak-Hour Trips LEGEND
9 3
8 4
10 11 12
13 5
1 67
2 18 19
14 15 16
17 20
Ave
Lark
Ave
Lark
B vd l
Winchester
Dr Samaritan
Univer
Ave
sity
Garden
Hill
Dr
Off-Ramp
SR 17 NB
B vd l
B
Ave
Los
Gatos
ascom
S.

Highl
Oaks
Dr
and
Dr Gateway
Ave
Lark Ave
Lark
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
St
Walker
B vd l
Los
Gatos
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
Rd
Hill
B vd l
Winchester
Wy
Albright
Off-Ramp
SR-85 SB
B vd l
Winchester
B vd l
Winchester B vd l
Los
Gatos
Dr
Chirco
Gatos Los
Rd
Almaden
Blossom
Dr
Cir Winchester
B vd l
Los
Gatos
Rd
Oaks
Dr
Knowles
B vd l
Winchester
B
Ave
ascom
S.

White
Ave
Oaks
White
B vd l
Winchester
On-Ramp
SR-85 NB
SR 17 SB
Ramps
SR 85 NB
On-Ramp
SR 17 NB
On-Ramp
Burton
Rd
Garden
Ln
S. Turner
St
Wimbledon
Village
Sq
SR 85 NB
Off-Ramp
SR 85 SB
Off-Ramp
SR 85 SB
On-Ramp
12(31)
3(11)
8(18)
15(20)
5(12)20(50)
1(2)
0(1)
46(27)
3(2)

ITEM NO. 1.

North 40 Phase II TA 35(69) 16(43) 17(40)
56(51)
35(69)
17(40)56(51)
25(20)
NORTH
Not to Scale
Figure 9
Cumulative Project Trip Assignment
(with Connection to Burton Road) XX(XX) = AM(PM) Peak-Hour Trips LEGEND
21 22
B vd l
Los
Gatos
B vd l
Los
Gatos
C5
St
C1
St
(future) (future)

ITEM NO. 1.

San
Jose
Los
Gatos
Los Gatos Blvd
S Bascom Ave
Samaritan Dr
Burton Rd Burton Rd
C5 St
C1 St
Camino del Sol Camino del Sol
Burton Rd
C5 St
C1 St
North A St North A St
D4 St
North A St
D4 St
Camino del Sol
85 17
Walker St Walker St Walker St
= Site Location
LEGEND
XX(XX) = AM(PM) Peak-Hour Trips
North 40 Phase II TA
Figure 10
Cumulative Project Pass-by Trips (with Connection to Burton Road) 0(1)
-3(-4)
4(8)
2(5)
-2(-3)
2(4)
0(1)
0(1)
0(1)
1(2)
1(2)
0(2)
1(3)
0(-1)
0(1)
-1(0)

ITEM NO. 1.

North 40 Phase II TA 344(283)
169(145)
247(338)400(711)
167(227)
1064(695)
168(173)
0(1)
101(239)
3(0)0(3)2(13)
220(138)
1054(749)
8(5)
3(4)
455(739)
105(121)
15(10)
13(7)
35(34)
658(468)22(19)678(875)
28(34)
797(543)
109(112)
84(77)
618(988)
5(6)
148(85)
203(107)
778(611)
751(619)
192(285)
1155(1654)
20(15)
37(19)
1493(1199)
12(15)
31(20)
1322(1716)
16(10)
304(304)
478(1030)
280(204)698(1115)
251(261)
157(208)
677(1016)
300(532)
767(1146)145(243)
112(309)
0(36)
211(344)
59(71)
856(1156)
11(10)722(865)64(55)
26(22)
42(24)
1041(616)
410(628)
8(33)
407(541)402(709)28(28)
19(55)
26(43)
9(35)
470(662)
25(40)
841(1181)
27(57)
949(1001)
18(50)
20(38)1028(1211)136(221)
43(62)
5(3)
203(169)
51(34)
6(6)
21(20)
28(34)
961(952)
27(83)
933(1066)83(159)
10(104)
4(23)
43(40)
742(732)111(246)
11(29)748(914)163(351)
173(161)
7(9)
282(187)
19(38)
9(19)
24(19)
167(139)422(473)147(277)
200(222)441(465)218(298)
250(214)
388(226)
261(196)
205(280)
143(306)
42(38)
127(187)
1388(810)
26(61)536(825)
51(38)
132(193)
77(127)
1170(813)
78(10)
65(74)500(766)37(8)
16(31)
1(1)
0(4)
32(51)
1(0)
38(54)
1169(1001)
545(727)
293(188)
362(152)
390(283)
1057(866)
17(33)
298(297)507(700)6(10)
22(21)
15(23)
15(10)
417(320)506(487)
164(47)
294(150)442(528)30(34)
51(108)
26(22)
17(36)
290(258)
33(16)
259(349)
64(61)
634(945)
69(99)
36(27)781(553)26(42)
149(69)
39(8)
65(28)
38(34)
24(34)
106(107)
57(77)
655(1148)
218(240)
14(6)526(937)417(540)
179(258)
24(9)
288(479)
31(35)
33(15)
26(21)
NORTH
Not to Scale
Figure 11
XX(XX) = AM(PM) Peak-Hour Traffic Volumes Existing Plus Project Traffic Volumes LEGEND
9 3
8 4
10 11 12
13 5
1 67
2 18 19
14 15 16
17 20
Ave
Lark
Ave
Lark
B vd l
Winchester
Dr Samaritan
Univer
Ave
sity
Garden
Hill
Dr
Off-Ramp
SR 17 NB
B vd l
B
Ave
Los
Gatos
ascom
S.

Highl
Oaks
Dr
and
Dr Gateway
Ave
Lark Ave
Lark
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
St
Walker
B vd l
Los
Gatos
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
Rd
Hill
B vd l
Winchester
Wy
Albright
Off-Ramp
SR-85 SB
B vd l
Winchester
B vd l
Winchester B vd l
Los
Gatos
Dr
Chirco
Gatos Los
Rd
Almaden
Blossom
Dr
Cir Winchester
B vd l
Los
Gatos
Rd
Oaks
Dr
Knowles
B vd l
Winchester
B
Ave
ascom
S.

White
Ave
Oaks
White
B vd l
Winchester
On-Ramp
SR-85 NB
SR 17 SB
Ramps
SR 85 NB
On-Ramp
SR 17 NB
On-Ramp
Burton
Rd
Garden
Ln
S. Turner
St
Wimbledon
Village
Sq
SR 85 NB
Off-Ramp
SR 85 SB
Off-Ramp
SR 85 SB
On-Ramp
Bascom
Ave

ITEM NO. 1.

North 40 Phase II TA 935(1260) 30(76) 723(868)
102(81)
935(1260)
21(48)804(901)
31(29)
NORTH
Not to Scale
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
LEGEND Figure 11
Existing Plus Project Traffic Volumes
21 22
B vd l
Los
Gatos
B vd l
Los
Gatos
C5
St
C1
St
(future) (future)

ITEM NO. 1.

North 40 Phase II TA 362(293)
171(144)
255(357)418(743)
163(231)
1094(731)
168(173)
0(1)
102(241)
3(0)0(3)2(13)
222(139)
1079(788)
8(5)
3(4)
475(770)
105(121)
15(10)
13(7)
35(34)
676(472)22(19)720(915)
28(34)
806(578)
111(150)
87(92)
636(1006)
5(6)
161(88)
226(126)
776(682)
754(693)
192(285)
1215(1712)
20(15)
45(41)
1476(1319)
15(22)
35(32)
1397(1771)
16(10)
315(435)
489(1123)
281(204)756(1156)
337(321)
157(208)
697(1240)
310(669)
910(1246)147(244)
112(310)
0(36)
293(403)
35(24)
630(1197)
303(295)
14(6)547(971)620(664)
203(392)
24(9)
343(790)
31(35)
33(15)
26(21)
70(106)
936(1197)
37(78)691(970)11(11)
37(76)
52(85)
1058(644)
437(664)
8(33)
385(642)402(774)28(28)
19(55)
26(43)
9(35)
534(702)
25(40)
855(1205)
27(57)
989(1064)
18(50)
20(38)1044(1295)133(222)
45(67)
5(3)
201(164)
51(34)
6(6)
21(20)
28(34)
1001(1015)
27(83)
949(1150)83(159)
10(104)
4(23)
43(40)
793(813)124(256)
11(29)740(946)182(401)
205(190)
7(9)
279(179)
19(107)
9(19)
24(19)
169(142)466(521)148(279)
208(244)454(530)217(322)
256(230)
389(227)
266(204)
215(302)
143(307)
43(41)
125(188)
1438(855)
26(61)561(876)
51(38)
132(193)
77(127)
1220(858)
78(10)
65(74)525(817)37(8)
16(31)
1(1)
0(4)
32(51)
1(0)
38(54)
1219(1046)
565(774)
306(191)
367(156)
393(290)
1117(906)
17(33)
300(310)527(747)6(10)
22(21)
15(23)
15(10)
415(332)501(501)
231(60)
294(150)449(534)38(36)
59(158)
26(25)
18(44)
290(258)
36(17)
266(353)
64(62)
643(1025)
71(112)
36(27)830(590)26(42)
157(74)
39(8)
65(28)
38(34)
24(34)
106(107)
NORTH
Not to Scale
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
LEGEND Figure 12
Background Traffic Volumes
9 3
8 4
10 11 12
13 5
1 67
2 18 19
14 15 16
17 20
Ave
Lark
Ave
Lark
B vd l
Winchester
Dr Samaritan
Univer
Ave
sity
Garden
Hill
Dr
Off-Ramp
SR 17 NB
B vd l
B
Ave
Los
Gatos
ascom
S.

Highl
Oaks
Dr
and
Dr Gateway
Ave
Lark Ave
Lark
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
St
Walker
B vd l
Los
Gatos
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
Rd
Hill
B vd l
Winchester
Wy
Albright
Off-Ramp
SR-85 SB
B vd l
Winchester
B vd l
Winchester B vd l
Los
Gatos
Dr
Chirco
Gatos Los
Rd
Almaden
Blossom
Dr
Cir Winchester
B vd l
Los
Gatos
Rd
Oaks
Dr
Knowles
B vd l
Winchester
B
Ave
ascom
S.

White
Ave
Oaks
White
B vd l
Winchester
On-Ramp
SR-85 NB
SR 17 SB
Ramps
SR 85 NB
On-Ramp
SR 17 NB
On-Ramp
Burton
Rd
Garden
Ln
S. Turner
St
Wimbledon
Village
Sq
SR 85 NB
Off-Ramp
SR 85 SB
Off-Ramp
SR 85 SB
On-Ramp
Bascom
Ave

ITEM NO. 1.

North 40 Phase II TA 972(1306) 772(1058)
972(1306)
772(1058)
NORTH
Not to Scale
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
LEGEND Figure 12
Background Traffic Volumes
21 22
B vd l
Los
Gatos
B vd l
Los
Gatos
C5
St
C1
St
(future) (future)

ITEM NO. 1.

North 40 Phase II TA 362(293)
174(150)
255(357)427(764)
169(236)
1114(746)
168(173)
0(1)
102(241)
3(0)0(3)2(13)
222(139)
1105(808)
8(5)
3(4)
487(797)
105(121)
15(10)
13(7)
35(34)
676(472)22(19)730(940)
28(34)
832(598)
122(159)
87(92)
648(1033)
5(6)
161(88)
231(137)
813(711)
778(711)
192(285)
1237(1764)
20(15)
45(41)
1537(1366)
15(22)
35(32)
1424(1834)
16(10)
339(453)
500(1132)
281(204)761(1167)
347(347)
157(208)
732(1267)
336(689)
925(1283)147(244)
112(310)
0(36)
303(428)
90(155)
956(1245)
37(78)768(1030)64(55)
49(86)
69(98)
1058(644)
450(698)
8(33)
446(689)436(800)28(28)
19(55)
26(43)
9(35)
561(765)
25(40)
855(1205)
27(57)
1000(1093)
18(50)
20(38)1073(1317)138(226)
45(67)
5(3)
203(169)
51(34)
6(6)
21(20)
28(34)
1012(1044)
27(83)
978(1172)83(159)
10(104)
4(23)
43(40)
804(835)124(256)
11(29)764(963)190(407)
205(190)
7(9)
282(187)
19(107)
9(19)
24(19)
169(142)469(529)148(279)
210(245)462(536)231(332)
256(230)
389(227)
272(217)
217(303)
143(307)
43(41)
128(190)
1455(868)
26(61)569(894)
51(38)
133(196)
77(127)
1237(871)
78(10)
65(74)533(835)37(8)
16(31)
1(1)
0(4)
32(51)
1(0)
38(54)
1236(1059)
573(792)
306(191)
367(156)
393(290)
1134(919)
17(33)
300(310)535(765)6(10)
22(21)
15(23)
15(10)
421(337)512(509)
231(60)
294(150)454(545)38(36)
59(158)
26(25)
18(44)
290(258)
36(17)
269(360)
64(62)
654(1034)
71(112)
36(27)835(601)26(42)
157(74)
39(8)
65(28)
38(34)
24(34)
106(107)
57(77)
690(1244)
306(297)
14(6)572(1033)620(664)
204(395)
24(9)
343(790)
31(35)
33(15)
26(21)
NORTH
Not to Scale
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
LEGEND Figure 13
Background Plus Project Traffic Volumes
9 3
8 4
10 11 12
13 5
1 67
2 18 19
14 15 16
17 20
Ave
Lark
Ave
Lark
B vd l
Winchester
Dr Samaritan
Univer
Ave
sity
Garden
Hill
Dr
Off-Ramp
SR 17 NB
B vd l
B
Ave
Los
Gatos
ascom
S.

Highl
Oaks
Dr
and
Dr Gateway
Ave
Lark Ave
Lark
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
St
Walker
B vd l
Los
Gatos
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
Rd
Hill
B vd l
Winchester
Wy
Albright
Off-Ramp
SR-85 SB
B vd l
Winchester
B vd l
Winchester B vd l
Los
Gatos
Dr
Chirco
Gatos Los
Rd
Almaden
Blossom
Dr
Cir Winchester
B vd l
Los
Gatos
Rd
Oaks
Dr
Knowles
B vd l
Winchester
B
Ave
ascom
S.

White
Ave
Oaks
White
B vd l
Winchester
On-Ramp
SR-85 NB
SR 17 SB
Ramps
SR 85 NB
On-Ramp
SR 17 NB
On-Ramp
Burton
Rd
Garden
Ln
S. Turner
St
Wimbledon
Village
Sq
SR 85 NB
Off-Ramp
SR 85 SB
Off-Ramp
SR 85 SB
On-Ramp
Bascom
Ave

ITEM NO. 1.

North 40 Phase II TA 1057(1408) 30(76) 790(1100)
102(81)
1057(1408)
21(48)871(1133)
31(29)
NORTH
Not to Scale
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
LEGEND Figure 13
Background Plus Project Traffic Volumes
21 22
B vd l
Los
Gatos
B vd l
Los
Gatos
C5
St
C1
St
(future) (future)

ITEM NO. 1.

North 40 Phase II TA 362(293)
185(150)
255(357)432(757)
166(245)
1106(749)
168(173)
0(1)
102(241)
3(0)0(3)2(13)
222(139)
1094(819)
8(5)
3(4)
503(790)
105(121)
15(10)
13(7)
35(34)
676(472)22(19)768(957)
28(34)
821(609)
135(189)
87(92)
664(1026)
5(6)
161(88)
255(157)
817(753)
787(751)
192(285)
1292(1774)
20(15)
45(41)
1549(1448)
15(22)
35(32)
1503(1864)
16(10)
355(525)
508(1182)
281(204)813(1181)
418(375)
157(208)
756(1391)
351(760)
1048(1327)147(244)
112(310)
0(36)
374(457)
70(106)
1081(1311)
29(58)772(1140)20(22)
27(59)
52(85)
1086(685)
489(714)
8(33)
434(747)434(837)28(28)
19(55)
26(43)
9(35)
628(766)
25(40)
867(1234)
30(64)
1015(1086)
18(50)
25(49)1067(1345)154(271)
66(80)
5(3)
230(178)
62(42)
6(6)
28(25)
28(34)
1043(1076)
27(83)
999(1215)83(159)
10(104)
4(23)
43(40)
831(860)129(258)
11(29)782(999)194(413)
208(198)
7(9)
283(189)
19(107)
9(19)
24(19)
169(142)490(540)148(279)
214(249)474(568)233(335)
258(235)
389(227)
272(216)
219(308)
143(307)
43(41)
127(189)
1448(872)
26(61)574(889)
51(38)
133(194)
77(127)
1230(875)
78(10)
65(74)538(830)37(8)
16(31)
1(1)
0(4)
32(51)
1(0)
38(54)
1229(1063)
578(787)
306(191)
367(156)
393(290)
1127(923)
17(33)
300(310)540(760)6(10)
22(21)
15(23)
15(10)
419(339)507(510)
231(60)
294(150)457(542)38(36)
59(158)
26(25)
18(44)
290(258)
36(17)
272(359)
64(62)
660(1075)
73(121)
36(27)878(612)26(42)
166(77)
39(8)
65(28)
38(34)
24(34)
106(107)
59(76)
656(1223)
397(325)
23(32)567(1013)810(727)
225(483)
26(12)
389(976)
59(65)
35(19)
43(31)
NORTH
Not to Scale
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
LEGEND Figure 14
Cumulative Traffic Volumes
9 3
8 4
10 11 12
13 5
1 67
2 18 19
14 15 16
17 20
Ave
Lark
Ave
Lark
B vd l
Winchester
Dr Samaritan
Univer
Ave
sity
Garden
Hill
Dr
Off-Ramp
SR 17 NB
B vd l
B
Ave
Los
Gatos
ascom
S.

Highl
Oaks
Dr
and
Dr Gateway
Ave
Lark Ave
Lark
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
St
Walker
B vd l
Los
Gatos
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
Rd
Hill
B vd l
Winchester
Wy
Albright
Off-Ramp
SR-85 SB
B vd l
Winchester
B vd l
Winchester B vd l
Los
Gatos
Dr
Chirco
Gatos Los
Rd
Almaden
Blossom
Dr
Cir Winchester
B vd l
Los
Gatos
Rd
Oaks
Dr
Knowles
B vd l
Winchester
B
Ave
ascom
S.

White
Ave
Oaks
White
B vd l
Winchester
On-Ramp
SR-85 NB
SR 17 SB
Ramps
SR 85 NB
On-Ramp
SR 17 NB
On-Ramp
Burton
Rd
Garden
Ln
S. Turner
St
Wimbledon
Village
Sq
SR 85 NB
Off-Ramp
SR 85 SB
Off-Ramp
SR 85 SB
On-Ramp
Bascom
Ave

ITEM NO. 1.

North 40 Phase II TA 1113(1408) 31(64) 816(1171)
35(42)
1113(1408)
851(1213)
NORTH
Not to Scale
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
LEGEND Figure 14
Cumulative Traffic Volumes
21 22
B vd l
Los
Gatos
B vd l
Los
Gatos
C5
St
C1
St
(future) (future)

ITEM NO. 1.

North 40 Phase II TA 362(293)
188(156)
255(357)441(778)
172(250)
1126(764)
168(173)
0(1)
102(241)
3(0)0(3)2(13)
222(139)
1120(839)
8(5)
3(4)
515(817)
105(121)
15(10)
13(7)
35(34)
676(472)22(19)778(982)
28(34)
847(629)
146(198)
87(92)
676(1053)
5(6)
161(88)
260(168)
854(782)
811(769)
192(285)
1314(1826)
20(15)
45(41)
1610(1495)
15(22)
35(32)
1530(1927)
16(10)
379(543)
519(1191)
281(204)818(1192)
428(401)
157(208)
791(1418)
377(780)
1063(1364)147(244)
112(310)
0(36)
384(482)
90(155)
1101(1359)
29(58)849(1200)23(34)
39(69)
69(98)
1086(685)
502(748)
8(33)
495(794)468(863)28(28)
19(55)
26(43)
9(35)
655(829)
25(40)
867(1234)
30(64)
1026(1115)
18(50)
25(49)1096(1367)159(275)
66(80)
5(3)
232(183)
62(42)
6(6)
28(25)
28(34)
1054(1105)
27(83)
1028(1237)83(159)
10(104)
4(23)
43(40)
839(881)129(258)
11(29)803(1015)202(419)
208(198)
7(9)
286(197)
19(107)
9(19)
24(19)
169(142)493(548)148(279)
214(249)482(574)246(345)
258(235)
389(227)
277(229)
219(308)
143(307)
43(41)
130(191)
1465(885)
26(61)582(907)
51(38)
134(197)
77(127)
1247(888)
78(10)
65(74)546(848)37(8)
16(31)
1(1)
0(4)
32(51)
1(0)
38(54)
1246(1076)
586(805)
306(191)
367(156)
393(290)
1144(936)
17(33)
300(310)548(778)6(10)
22(21)
15(23)
15(10)
425(344)518(518)
231(60)
294(150)462(553)38(36)
59(158)
26(25)
18(44)
290(258)
36(17)
275(366)
64(62)
671(1084)
73(121)
36(27)883(623)26(42)
166(77)
39(8)
65(28)
38(34)
24(34)
106(107)
81(129)
669(1240)
397(325)
28(44)587(1063)810(727)
226(485)
26(13)
389(976)
106(95)
38(21)
43(31)
NORTH
Not to Scale
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
LEGEND Figure 15
Cumulative Plus Project Traffic Volumes
9 3
8 4
10 11 12
13 5
1 67
2 18 19
14 15 16
17 20
Ave
Lark
Ave
Lark
B vd l
Winchester
Dr Samaritan
Univer
Ave
sity
Garden
Hill
Dr
Off-Ramp
SR 17 NB
B vd l
B
Ave
Los
Gatos
ascom
S.

Highl
Oaks
Dr
and
Dr Gateway
Ave
Lark Ave
Lark
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
St
Walker
B vd l
Los
Gatos
Ave
Lark
B vd l
Los
Gatos
B vd l
Los
Gatos
Rd
Hill
B vd l
Winchester
Wy
Albright
Off-Ramp
SR-85 SB
B vd l
Winchester
B vd l
Winchester B vd l
Los
Gatos
Dr
Chirco
Gatos Los
Rd
Almaden
Blossom
Dr
Cir Winchester
B vd l
Los
Gatos
Rd
Oaks
Dr
Knowles
B vd l
Winchester
B
Ave
ascom
S.

White
Ave
Oaks
White
B vd l
Winchester
On-Ramp
SR-85 NB
SR 17 SB
Ramps
SR 85 NB
On-Ramp
SR 17 NB
On-Ramp
Burton
Rd
Garden
Ln
S. Turner
St
Wimbledon
Village
Sq
SR 85 NB
Off-Ramp
SR 85 SB
Off-Ramp
SR 85 SB
On-Ramp
Bascom
Ave

ITEM NO. 1.

North 40 Phase II TA 1148(1478) 48(109) 834(1213)
91(95)
1148(1478)
21(48)904(1260)
27(25)
NORTH
Not to Scale
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
LEGEND Figure 15
Cumulative Plus Project Traffic Volumes
21 22
B vd l
Los
Gatos
B vd l
Los
Gatos
C5
St
C1
St
(future) (future)

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 45
Intersection Levels of Service
The results of the existing and existing plus project intersection level of service analysis are shown in Table 6. The results of the background and background plus project intersection levels of service analysis are shown in Table 7. The results of the cumulative and cumulative plus project levels of service analysis are shown in Table 8. The detailed intersection level of service calculation sheets for all study scenarios are included in Appendix D.

There are several signalized intersections for which the average delay under project conditions is shown to be less than under no project conditions during at least one peak hour. The average delay can decrease under project conditions because the intersection delay is a weighted average of all intersection movements. The addition of project traffic to movements with delays lower than the average intersection delay can reduce the average delay for the entire intersection.

The results of the analysis show that most study intersections would operate at acceptable levels of service under all scenarios, with the exception of the Los Gatos Boulevard/Samaritan Drive/Burton Road intersection under cumulative conditions both without and with the proposed project. The potential future level of service deficiency at this intersection is consistent with the findings of the North 40 Specific Plan EIR.

Los Gatos Boulevard/Samaritan Drive/Burton Road
Consistent with the findings of the North 40 Specific Plan EIR, during the PM peak hour under cumulative conditions, the project would increase the average delay at an intersection already operating at a substandard level of service. Therefore, according to the Town’s definition, the project would cause an adverse effect at this intersection under cumulative conditions.

The intersection level of service could be restored to LOS D or better by installing a third northbound lane on Los Gatos Boulevard. This improvement is required to be completed by the approved but yet to be completed Samaritan Medical Complex Phase 2 Project in San Jose. Furthermore, the third northbound lane is consistent with the future lane configuration assumed in the Town of Los Gatos 2040 General Plan EIR. The North 40 Phase II project shall be required to contribute towards eastbound Burton Road traffic signal improvements previously identified at the Los Gatos Boulevard/ Samaritan Drive/Burton Road intersection. Table 9 shows the intersection level of service with installation of a third northbound lane. In the interim, a third lane could be constructed to a length of approximately 100 feet within the existing right-of-way. Extending the lane beyond this distance would require the acquisition of additional right-of-way along Los Gatos Boulevard. The acquisition of additional right of way generally occurs when properties adjacent to Los Gatos Boulevard redevelop and could be deferred until future traffic volumes warrant the installation of the third northbound lane on Los Gatos Boulevard.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 46
Table 6
Existing Plus Project Intersection Level of Service
AM 18.3 B 18.5 B 0.1 0.007
PM 19.5 B 19.7 B 0.1 0.011
AM 21.0 C 20.9 C 0.0 0.008
PM 24.2 C 24.1 C 0.0 0.009
AM 30.2 C 30.3 C 0.2 0.014
PM 30.7 C 30.9 C 0.3 0.017
AM 16.6 B 16.6 B -0.1 0.011
PM 11.9 B 12.2 B 0.3 0.015
AM 12.2 B 12.4 B 0.0 0.002
PM 12.7 B 13.0 B 0.0 0.001
AM 24.7 C 25.1 C 0.5 0.009
PM 21.0 C 21.4 C 0.4 0.008
AM 23.8 C 23.7 C -0.2 0.018
PM 28.1 C 28.7 C 0.8 0.027
AM 31.6 C 31.3 C -0.4 0.018
PM 30.7 C 30.9 C 0.3 0.014
AM 8.6 A 12.0 B 6.2 0.056
PM 7.2 A 9.8 A 2.9 0.047
AM 36.3 D 37.4 D 2.1 0.045
PM 32.9 C 33.7 C 1.5 0.045
AM 24.6 C 24.6 C 0.2 0.006
PM 24.1 C 24.1 C 0.1 0.011
AM 9.5 A 9.5 A 0.0 0.006
PM 18.4 B 18.1 B -0.3 0.006
AM 28.0 C 28.0 C 0.3 0.008
PM 28.1 C 28.6 C 0.4 0.022
AM 39.5 D 39.5 D 0.2 0.007
PM 39.2 D 39.4 D 0.1 0.007
AM 11.4 B 11.4 B 0.0 0.006
PM 15.1 B 15.2 B 0.1 0.009
AM 15.4 B 15.4 B 0.0 0.005
PM 20.3 C 20.1 C -0.2 0.006
AM 13.7 B 13.6 B 0.0 0.005
PM 9.3 A 9.2 A -0.1 0.004
AM 15.7 B 15.7 B 0.0 0.000
PM 15.5 B 15.4 B -0.1 0.005
AM 33.8 C 33.8 C 0.1 0.004
PM 37.3 D 37.4 D 0.2 0.010
AM 23.7 C 23.6 C -0.1 0.001
PM 16.1 B 16.0 B -0.1 0.002
AM n/a n/a 11.9 B n/a n/a
PM n/a n/a 12.8 B n/a n/a
AM n/a n/a 11.4 B n/a n/a
PM n/a n/a 12.0 B n/a n/a
Juristrictions: LG = Los Gatos, SJ = San Jose, C = Campbell Note:

Intersection
Southbound Highway 17 Ramps/Garden
Hill Drive & Lark Avenue
1 Juristiction
LG
LG
1 denotes a two-way stop controlled intersection. The average delay for the worst leg is shown. 6 Bascom Avenue & SR 85 NB Ramps
(CMP)
7 Los Gatos Boulevard/Bascom Avenue &
SR 85 SB Ramps (CMP)
8 Los Gatos Bouelvard &
Samaritan Drive/Burton Rd (CMP)
9 Los Gatos Boulevard & Walker Street
10 Los Gatos Boulevard & Lark Avenue
(CMP)
Incr. in
Crit. V/C
With Project
Existing Conditions
Incr. in
Crit.

Delay
Avg.

Delay
(sec)
Avg.

Delay
(sec)
No Project

LOS LOS
Peak
Hour
5 Highland Oaks Drive/Turner Street &
Lark Avenue1
University Avenue & Lark Avenue
3 Winchester Boulevard & Lark Avenue
Study #
2 4
Northbound Highway 17 Ramps &
Lark Avenue
16 Winchester Boulevard & Albright Way
11 Los Gatos Boulevard &
Gateway Drive/Garden Lane
12 Los Gatos Boulevard & Village Square
13 Los Gatos Boulevard &
Los Gatos-Almaden Road/Chirco Drive
14 Los Gatos Boulevard & Blossom Hill Road
15 Winchester Boulevard & Wimbledon Drive
18 Winchester Boulevard & SR 85 NB Ramp
19 Winchester Boulevard & Knowles Drive
17 Winchester Boulevard & SR 85 SB Ramp
22 Los Gatos Boulevard & C1 Street (future) 1
20 Bascom Avenue &
White Oaks Avenue/White Oaks Road
21 Los Gatos Boulevard & C5 Street (future) 1
LG
LG
LG
LG
LG
LG
LG
LG
LG
LG/SJ
SJ
LG/C
SJ
LG
LG
LG
LG
LG
LG
SJ

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 47
Table 7
Background Plus Project Intersections Levels of Service Study # Intersection
Peak
Hour
Avg.

Delay
(sec)
Avg.

Delay
(sec)
Incr. in
Crit.

Delay
Incr. in
Crit.

V/C
AM 18.4 B 18.6 B 0.2 0.007
PM 19.8 B 20.0 C 0.1 0.011
AM 20.9 C 20.9 C 0.1 0.008
PM 24.1 C 24.1 C 0.0 0.009
AM 30.8 C 30.9 C 0.3 0.014
PM 31.4 C 31.7 C 0.4 0.017
AM 17.3 B 17.3 B 0.1 0.009
PM 12.7 B 13.1 B 0.4 0.015
AM 12.5 B 12.7 B 0.0 0.003
PM 13.2 B 13.5 B 0.0 0.002
AM 25.9 C 26.3 C 0.6 0.012
PM 23.0 C 23.4 C 0.3 0.008
AM 26.5 C 26.4 C -0.1 0.018
PM 30.6 C 31.8 C 2.2 0.027
AM 31.9 C 31.8 C 0.1 0.018
PM 44.5 D 46.0 D 2.7 0.014
AM 10.6 B 14.0 B 5.3 0.049
PM 12.0 B 15.9 B 9.9 0.080
AM 37.8 D 39.0 D 2.1 0.045
PM 35.6 D 38.0 D 3.9 0.045
AM 24.2 C 24.2 C 0.2 0.006
PM 23.6 C 23.7 C 0.1 0.011
AM 9.4 A 9.3 A 0.0 0.006
PM 17.5 B 17.2 B -0.3 0.006
AM 28.0 C 28.1 C 0.2 0.009
PM 28.9 C 29.6 C 0.9 0.031
AM 39.5 D 39.6 D 0.3 0.008
PM 39.7 D 39.8 D 0.1 0.007
AM 11.3 B 11.3 B 0.0 0.006
PM 15.0 B 15.1 B 0.1 0.009
AM 15.4 B 15.4 B 0.0 0.005
PM 19.7 B 19.6 B -0.1 0.006
AM 13.7 B 13.7 B 0.0 0.005
PM 9.1 A 9.1 A -0.1 0.004
AM 15.6 B 15.5 B 0.0 0.000
PM 15.3 B 15.2 B -0.1 0.005
AM 34.2 C 34.2 C 0.1 0.004
PM 39.4 D 39.5 D 0.3 0.010
AM 23.5 C 23.4 C -0.1 0.001
PM 15.6 B 15.5 B -0.1 0.002
AM n/a n/a 12.3 B n/a n/a
PM n/a n/a 14.6 B n/a n/a
AM n/a n/a 11.7 B n/a n/a
PM n/a n/a 13.4 B n/a n/a
Juristrictions: LG = Los Gatos, SJ = San Jose, C = Campbell Note:

Background Conditions
No Project With Project

LOS LOS
1 denotes a two-way stop controlled intersection. The average delay for the worst leg is shown. 1 Winchester Boulevard & Lark Avenue
2 University Avenue & Lark Avenue
5 Highland Oaks Drive/Turner Street &
Lark Avenue1
9 Los Gatos Boulevard & Walker Street
7 Los Gatos Boulevard/Bascom Avenue &
SR 85 SB Ramps (CMP)
8 Los Gatos Bouelvard &
Samaritan Drive/Burton Rd (CMP)
6 Bascom Avenue & SR 85 NB Ramps
(CMP)
3 Southbound Highway 17 Ramps/Garden
Hill Drive & Lark Avenue
4 Northbound Highway 17 Ramps &
Lark Avenue
11 Los Gatos Boulevard &
Gateway Drive/Garden Lane
10 Los Gatos Boulevard & Lark Avenue (CMP)
12 Los Gatos Boulevard & Village Square
13 Los Gatos Boulevard &
Los Gatos-Almaden Road/Chirco Drive
14 Los Gatos Boulevard & Blossom Hill Road
15 Winchester Boulevard & Wimbledon Drive
16 Winchester Boulevard & Albright Way
17 Winchester Boulevard & SR 85 SB Ramp
18 Winchester Boulevard & SR 85 NB Ramp
19 Winchester Boulevard & Knowles Drive
22 Los Gatos Boulevard & C1 Street (future) 1
20 Bascom Avenue &
White Oaks Avenue/White Oaks Road
21 Los Gatos Boulevard & C5 Street (future) 1
Juristiction
LG
LG
LG
LG
LG
LG
LG/SJ
LG
LG
LG
LG
LG
LG
LG
SJ
LG
LG
LG
LG
SJ
SJ
LG/C

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 48
Table 8
Cumulative Plus Project Intersections Levels of Service Study
# Intersection
Peak
Hour
Avg.

Delay
(sec)
Avg.

Delay
(sec)
Incr. in
Crit.

Delay
Incr. in
Crit.

V/C
AM 18.6 B 18.8 B 0.1 0.007
PM 20.2 C 20.4 C 0.1 0.011
AM 21.0 C 20.9 C 0.1 0.008
PM 24.1 C 24.1 C 0.0 0.009
AM 31.2 C 31.4 C 0.3 0.014
PM 31.8 C 32.2 C 0.5 0.017
AM 17.8 B 17.9 B 0.2 0.009
PM 13.9 B 13.8 B 1.7 0.066
AM 12.8 B 13.0 B 0.0 0.003
PM 13.6 B 13.9 B 0.0 0.002
AM 27.4 C 27.8 C 0.5 0.012
PM 24.1 C 24.5 C 0.2 0.008
AM 27.6 C 27.8 C 0.3 0.010
PM 34.6 C 36.9 D 5.2 0.027
AM 34.9 C 37.1 D 2.5 0.032
PM 68.3 E 71.0 E 4.2 0.025
AM 10.1 B 11.3 B 1.1 0.018
PM 11.3 B 14.6 B 8.8 0.085
AM 40.5 D 42.1 D 2.8 0.045
PM 46.1 D 51.6 D 9.2 0.045
AM 25.9 C 25.9 C 0.2 0.006
PM 24.9 C 25.0 C 0.1 0.011
AM 9.2 A 9.1 A 0.0 0.006
PM 16.9 B 16.7 B -0.2 0.006
AM 28.0 C 28.0 C 0.2 0.008
PM 29.0 C 29.7 C 0.9 0.031
AM 39.6 D 39.7 D 0.2 0.007
PM 39.8 D 40.0 D 0.2 0.016
AM 11.3 B 11.3 B 0.0 0.006
PM 15.0 B 15.0 B 0.1 0.009
AM 15.4 B 15.4 B 0.0 0.005
PM 19.6 B 19.4 B -0.1 0.006
AM 13.7 B 13.7 B 0.0 0.005
PM 9.0 A 9.0 A 0.0 0.004
AM 15.6 B 15.6 B 0.0 0.000
PM 15.2 B 15.1 B -0.1 0.005
AM 34.3 C 34.3 C 0.1 0.004
PM 39.5 D 39.7 D 0.3 0.010
AM 23.4 C 23.3 C -0.1 0.001
PM 15.3 B 15.2 B -0.1 0.002
AM n/a n/a 12.5 B n/a n/a
PM n/a n/a 16.4 C n/a n/a
AM n/a n/a 11.9 B n/a n/a
PM n/a n/a 14.3 B n/a n/a
Juristrictions: LG = Los Gatos, SJ = San Jose, C = Campbell Note:

Bold indicates a substandard level of service.

Bold indicates an adverse effect.
1 denotes a two-way stop controlled intersection. The average delay for the worst leg is shown. 1 Winchester Boulevard & Lark Avenue
Cumulative Conditions
No Project With Project

LOS LOS
2 University Avenue & Lark Avenue
3 Southbound Highway 17 Ramps/Garden
Hill Drive & Lark Avenue
4 Northbound Highway 17 Ramps &
Lark Avenue
5 Highland Oaks Drive/Turner Street &
Lark Avenue1
6 Bascom Avenue & SR 85 NB Ramps
(CMP)
7 Los Gatos Boulevard/Bascom Avenue &
SR 85 SB Ramps (CMP)
8 Los Gatos Bouelvard &
Samaritan Drive/Burton Rd (CMP)
9 Los Gatos Boulevard & Walker Street
10 Los Gatos Boulevard & Lark Avenue (CMP)
11 Los Gatos Boulevard &
Gateway Drive/Garden Lane
12 Los Gatos Boulevard & Village Square
13 Los Gatos Boulevard &
Los Gatos-Almaden Road/Chirco Drive
14 Los Gatos Boulevard & Blossom Hill Road
15 Winchester Boulevard & Wimbledon Drive
16 Winchester Boulevard & Albright Way
17 Winchester Boulevard & SR 85 SB Ramp
18 Winchester Boulevard & SR 85 NB Ramp
19 Winchester Boulevard & Knowles Drive
22 Los Gatos Boulevard & C1 Street (future) 1
20 Bascom Avenue &
White Oaks Avenue/White Oaks Road
21 Los Gatos Boulevard & C5 Street (future) 1
Juristiction
LG
LG
LG
LG
LG
LG
LG/SJ
LG
LG
LG
LG
LG
LG
LG
SJ
LG
LG
LG
LG
SJ
SJ
LG/C

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 49
Table 9
Cumulative Plus Project Level of Service (with Improvements) Intersection Queuing Analysis
The analysis of intersection operations was supplemented with a vehicle queuing analysis for intersections where the project would add a substantial number of trips (10 or more) to the left-turn movements. This analysis provides a basis for estimating future storage requirements at the intersections under existing, background, cumulative, and project conditions. Vehicle queues were estimated using a Poisson probability distribution, described in Chapter 1. The following left-turn movements were evaluated, and the results of the queueing analysis are summarized in Table 10:
• Southbound Winchester Boulevard to Lark Avenue
• Southbound SR-17 SB Ramp to Lark Avenue
• Westbound SR-85 NB Ramps to Bascom Avenue
• Northbound Los Gatos Boulevard to Burton Road (Left-turn and U-turn) • Southbound Los Gatos Boulevard at Walker Street (U-Turn) • Northbound Los Gatos Boulevard to Walker Street
• Eastbound Walker Street to Los Gatos Boulevard
• Eastbound Lark Avenue to Los Gatos Boulevard
• Southbound Los Gatos Boulevard to Blossom Hill Road
Study
# Intersection
Peak
Hour
Avg.

Delay
(sec)
Avg.

Delay
(sec)
Incr. in
Crit.

Delay
Incr. in
Crit.

V/C
AM 34.9 C 37.1 D 2.5 0.032
PM 68.3 E 71.0 E 4.2 0.025
AM 36.5 D 2.5 0.032
PM 51.0 D 3.7 0.024
Note:

Bold indicates a substandard level of service.

Bold indicates an adverse effect.
(install third NB through lane)
8 Los Gatos Bouelvard & Samaritan Drive/Burton Rd
(CMP)
Cumulative Conditions
No Project With Project

LOS LOS

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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Table 10
Intersection Queuing Analysis

AM PM AM PM AM PM AM PM
Existing
Cycle/Delay 1 (sec) 80 80 105 100 126 120 126 120
Volume (vphpl ) 196 345 334 425 121 118 35 24
95th %. Queue (veh/ln.) 8 12 15 18 8 7 3 2
95th %. Queue (ft./ln) 2 200 300 375 450 200 175 75 50
Storage (ft./ ln.) 350 350 300 300 240 240 100 100
Adequate (Y/N) Y Y N N Y Y Y Y
Existing Plus Project
Cycle/Delay 1 (sec) 80 80 105 100 126 120 126 120
Volume (vphpl ) 200 356 339 438 126 131 57 77
95th %. Queue (veh/ln.) 8 13 15 18 8 8 5 5
95th %. Queue (ft./ln) 2 200 325 375 450 200 200 125 125 Storage (ft./ ln.) 350 350 300 300 240 240 100 100
Adequate (Y/N) Y Y N N Y Y N N
Background
Cycle/Delay 1 (sec) 80 80 105 100 126 120 126 120
Volume (vphpl ) 209 372 360 458 169 161 35 24
95th %. Queue (veh/ln.) 8 13 16 19 10 9 3 2
95th %. Queue (ft./ln) 2 200 325 400 475 250 225 75 50
Storage (ft./ ln.) 350 350 300 300 240 240 100 100
Adequate (Y/N) Y Y N N N Y Y Y
Background Plus Project
Cycle/Delay 1 (sec) 80 80 105 100 126 120 126 120
Volume (vphpl ) 214 382 365 470 174 174 57 77
95th %. Queue (veh/ln.) 9 14 16 19 10 10 5 5
95th %. Queue (ft./ln) 2 225 350 400 475 250 250 125 125 Storage (ft./ ln.) 350 350 300 300 240 240 100 100
Adequate (Y/N) Y Y N N N N N N
Cumulative
Cycle/Delay 1 (sec) 80 80 105 100 126 120 126 120
Volume (vphpl ) 216 379 384 479 209 188 59 76
95th %. Queue (veh/ln.) 9 13 17 20 12 11 5 5
95th %. Queue (ft./ln) 2 225 325 425 500 300 275 125 125 Storage (ft./ ln.) 350 350 300 300 240 240 100 100
Adequate (Y/N) Y Y N N N N N N
Cumulative Plus Project
Cycle/Delay 1 (sec) 80 80 105 100 126 120 126 120
Volume (vphpl ) 221 389 389 491 214 201 81 129
95th %. Queue (veh/ln.) 9 14 17 20 12 11 6 8
95th %. Queue (ft./ln) 2 225 350 425 500 300 275 150 200 Storage (ft./ ln.) 350 350 300 300 240 240 100 100
Adequate (Y/N) Y Y N N N N N N
Notes:
1 2 Assumes 25 Feet Per Vehicle Queued.

Winchester
Boulevard &
Lark Avenue
SR-17 SB
Ramps &
Lark Avenue
Bascom
Avenue &
SR-85 NB
Ramps
Los Gatos
Boulevard &
Samaritan
Drive/Burton
Road
NBL = northbound left movement, SBL = southbound left movement, EBL = eastbound left movement, WBL = westbound left movement.

SBL SBL WBL NBL
Vehicle queue calculations based on cycle length for signalized intersections. 2 Lanes 2 Lanes 2 Lanes 1 Lane

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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Table 10 (cont.)
Intersection Queuing Analysis

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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The queueing analysis indicates that the following intersections currently have queuing deficiencies, but the addition of project trips would not lengthen the 95th percentile queue:
• Southbound left-turn movement from Southbound SR-17 Ramps to Lark Avenue The queuing analysis indicates that the following intersections would have queuing deficiencies caused or exacerbated by the project:
• Westbound left turn from SR-85 Northbound Ramps to Bascom Avenue (AM and PM peak hours)
• Northbound Los Gatos Boulevard to Burton Road (left- and U-turn) (AM and PM peak hours) • Southbound Los Gatos Boulevard at Walker Street (U-turn) (AM peak hour) • Eastbound Walker Street to Los Gatos Boulevard (left-turn) (PM peak hour) • Southbound Los Gatos Boulevard to Blossom Hill Road (left-turn)(AM and PM peak hours) SR 85 Northbound Ramp Left Turn to Bascom Avenue
The westbound left-turn lanes on the SR 85 Northbound off-ramp to Bascom Avenue provides vehicle storage capacity for approximately 20 vehicles. The addition of project trips would cause the 95th percentile queue at the westbound left-turn pocket to exceed its storage length during both peak hours under background and cumulative conditions. The addition of project trips would only lengthen the queue by one vehicle during the PM peak hour under background conditions. It should be noted that although the turn pocket length is exceeded, left-turning vehicles can queue on the no.1 lane of SR-85 off-ramp without impacting vehicles wanting to turn right. The queue would not extend onto the SR-85 freeway; thus, no improvements are recommended at this intersection. The North 40 Specific Plan EIR did not analyze the queue storage needed at this movement.

Northbound Los Gatos Boulevard Left Turn (U-turn) to Burton Road The northbound left-turn lane on Los Gatos Boulevard provides vehicle storage capacity for approximately four vehicles. The addition of trips generated by the project as well as trips associated with other parcels in the North 40 Plan area would cause the 95th percentile queue at the northbound left-turn pocket to exceed its storage length during both peak hours under all scenarios. The northbound left-turn pocket could be extended by restriping the northbound direction of Los Gatos Boulevard to provide approximately 125 feet of storage space for the left-turn pocket. Beyond this distance, there is currently a two-way left-turn lane in the median. The project will construct a raised median along Los Gatos Boulevard along the project frontage with dedicated turn lanes at intersections. The turn lane could be extended to a maximum length of approximately 200 feet by making the turn pocket start just north of C5 Street. The potential queuing deficiency at this intersection was previously identified in the North 40 Specific Plan EIR. The project proposes an improvement to extend the turn lane to 200 feet for the northbound left-turn pocket along Los Gatos Boulevard at Burton Road to provide adequate queuing space with the addition of project trips and trips associated with other parcels that may be developed in the North 40 Plan area.

Southbound Los Gatos Boulevard U-turn at Walker Street
The provided vehicle storage capacity for the southbound U-turn lane on Los Gatos Boulevard at Walker Street is approximately four vehicles. The addition of project trips would cause the 95th percentile queue at the southbound U-turn pocket to exceed its storage length during the AM peak hour under all scenarios. The southbound U-turn pocket could be extended by reconstructing the median along Los Gatos Boulevard and striping the U-turn pocket to provide at least 125 feet of storage space.

The North 40 Specific Plan EIR did not analyze the potential queuing issues at this movement. The

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
P a g e | 53
project proposes an improvement to extend the turn lane to 150 feet for the southbound left-turn pocket along Los Gatos Boulevard at Walker Street to provide adequate queuing space for the addition of project trips and trips associated with other parcels that may be developed in the North 40 Plan area.

Eastbound Walker Street Left Turn to Los Gatos Boulevard The eastbound left-turn lane on Walker Street provides vehicle storage capacity for approximately five vehicles. The addition of project trips would cause the 95th percentile queue at the eastbound left-turn pocket to exceed its storage length during the PM peak hour under background conditions. It should be noted that with the addition of project trips, the 95th percentile queue would only exceed the storage capacity by one vehicle. Additionally, this storage capacity is calculated by measuring the distance to the upstream (on-site) intersection. Since the 95th percentile queue exceeds capacity by only one vehicle during the PM peak hour under background conditions only, no improvements are needed as vehicles can queue along Walker Street and Mill Street without significantly affecting on-site vehicular operations. The North 40 Specific Plan EIR did not analyze the queue length at this movement.

Southbound Los Gatos Boulevard Left Turn to Blossom Hill Road The southbound left-turn lanes on Los Gatos Boulevard at Blossom Hill Road provide vehicle storage capacity for approximately 12 vehicles. The 95th percentile queue exceeds its storage length during both peak hours under all scenarios. The addition of project trips would only lengthen the queue by at most one vehicle during the AM peak hour under background conditions. Due the space constraints and the intersection’s proximity to Placer Oaks Road, lengthening the turn pocket is not possible.

Southbound Los Gatos Boulevard contains multiple lanes and southbound through vehicles can go around vehicles queued for the left-turn during the heaviest cycles where the queue exceeds the storage length. The North 40 Specific Plan EIR did not analyze this location for queuing.

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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4. Other Transportation Analyses
This chapter presents other transportation issues associated with the project, including:
• Site access and circulation
• Collision analysis
• Effects on pedestrians, bicycles, and transit facilities • Parking
• Terreno De Flores Lane access
• Cut-Through traffic
The analyses in this chapter are based on professional judgment in accordance with the standards and methods employed by the traffic engineering community.

Vehicular Site Access and On-Site Circulation
The site access and circulation evaluations are based on the site plan, dated March 13, 2024 (see Figure 2 in Chapter 1). Site access was evaluated to determine the adequacy of the site’s driveways with regard to the following: traffic volume, vehicle queues, geometric design, and stopping sight distance. On-site vehicular circulation and parking layout were reviewed in accordance with generally accepted traffic engineering standards and transportation planning principles.

Site Access
Vehicular access to Phase II of the North 40 site would be provided via Turner Street (via Walker Street) and two new streets (C1 Street and C5 Street) that connect to Los Gatos Boulevard. At Walker Street, vehicles are permitted to turn into the site from either direction of Los Gatos Boulevard. The project will construct a raised median along Los Gatos Boulevard along the project frontage. Therefore, vehicles will be restricted to right-turns in from southbound Los Gatos Boulevard and right-turns out from the two new streets (C1 Street and C5 Street). A depressed curb would be constructed at the intersections of Los Gatos Boulevard and C1 and C5 Streets, to provide left-turn access along northbound Los Gatos Boulevard for emergency vehicles only.

Future Access from Burton Road
Though not proposed as part of the Phase II project, the project shall accommodate a future through access connection to the Phase II site at the Burton Road terminus to advance the Town’s circulation goals expressed in the North 40 Specific Plan. The Phase II project would construct a multi-use path running along the west side of Turner Street, where it transitions to the east side of Turner Street, north of C5 Street, to the property line that would connect to any future bicycle and pedestrian facilities that

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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may be constructed along Burton Road. The connection of the multi-use path will also include an easement to allow for the construction of this future connection by others. Furthermore, the Phase II project would construct a sidewalk and landscaping within an eight-foot wide public access easement along the site frontage on Burton Road to conform with the ultimate street cross section to be completed by others. The Town or a third party could construct a future vehicular access from N.

Turner Street onto Burton Road when the other properties adjacent to Burton Road redevelop. Based on the project trip assignment and the trip assignment for approved and pending trips, the traffic volume at the N. Turner Street/Burton Road connection is expected to be quite low. Due to the relatively small number of trips generated by the affordable housing development and townhomes along 5th Street, vehicular delay at the N. Turner Street/Burton Road connection would be minimal. The primary streets (N. Turner Street and Burton Road) could connect without any traffic control and 5th Street could be stop-controlled. A roundabout or traffic circle could also be considered at the connection. Table 11 summarizes the delay and level of service at the connection of 5th Street & N. Turner Street/Burton Road. The intersection would operate at LOS A under two-way stop control or a single-lane roundabout. The intersection level of service calculations are presented in Appendix G. Because the westernmost portion of Burton Road is privately owned, the future design of a N. Turner/Burton intersection will be finalized when other properties along Burton Road are developed and the Town of Los Gatos gains control over the full length of Burton Road.

Table 11
Burton Road Connection Traffic Control Evaluation
Sight Distance
Sight Distance at Project Access Points
The project driveways should be free and clear of any obstructions to provide adequate sight distance, thereby ensuring that exiting vehicles can see pedestrians on the sidewalk and vehicles and bicycles traveling on Los Gatos Boulevard. Any landscaping and signage should be located in such a way to ensure an unobstructed view for drivers exiting the site. Providing the appropriate sight distance reduces the likelihood of a collision at a driveway and provides drivers with the ability to locate sufficient gaps in traffic and exit a driveway.

The minimum acceptable sight distance is determined according to the standards and methodologies contained in the 7th edition of the American Association of State Highway and Transportation Officials (AASHTO) design manual, A Policy on Geometric Design of Highways and Streets. Sight distance Study # Intersection Control
Peak
Hour
Avg.

Delay
(sec)
AM 8.6 A
PM 8.5 A
AM 3.1 A
PM 3.1 A
TWSC = Two-Way Stop Control, RAB = Roundabout
Note:

For TWSC, the average delay for the worst leg is shown.

A2
TWSC
RAB
A1 5th Street & Burton Road & N. Turner Street
5th Street & Burton Road & N. Turner Street
Cumulative Conditions
With Project
LOS

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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requirements vary depending on roadway speeds and the vehicle maneuver. Los Gatos Boulevard has a posted speed limit of 35 mph; the corner sight distance for a right-turn maneuver is 385 feet (based on a design speed of 40 mph). Thus, a driver must be able to see 385 feet from the north along Los Gatos Boulevard to locate a sufficient gap to turn out of the driveways.

There are no roadway curves along Los Gatos Boulevard that would obstruct the vision of exiting drivers. On-street parking is prohibited along the Los Gatos Boulevard project frontage. Some street trees and landscaping would be added along the project frontage on Los Gatos Boulevard. Any landscaping and signage within the sight triangles at the project driveways should be no taller than 3 feet and located in such a way to ensure an unobstructed view for exiting drivers. Any street trees and landscaping should be maintained to at least 14 feet in height or less than 3 feet in height so that they would not obstruct the view of drivers exiting the project site at C1 and C5 Streets.

Sight Distance at Internal Driveways
At unsignalized urban driveways, corner sight distance requirements are not applicable (Caltrans Highway Design Manual Index 205.3). Instead, stopping sight distance must be provided. It is presumed most vehicles would be traveling at low speeds (25 mph or less) while on internal streets (C1 and C5 Streets). The stopping sight distance is 150 feet for vehicles traveling at 25 mph. This would provide adequate space for vehicles traveling along the internal streets to react and stop if a vehicle is spotted departing a driveway onto an internal street. The site plan shows some street trees near both entrances to the Block E garage. The street trees should be maintained so that they would not obstruct the view of drivers exiting the parking garage.

Similarly, the site plan shows several street trees near both driveways to the Block I parking lot. The street trees should be maintained so that they would not obstruct the view of drivers exiting the parking lot.

Recommendation: Street trees and other landscaping plants along Los Gatos Boulevard, and all internal streets should be maintained so that the view of drivers turning onto Los Gatos Boulevard or exiting internal driveways are not obstructed On-Site Circulation
Most streets within the Phase II site area measure 24 to 26 feet in width from curb to curb, providing adequate access for two-way operations. Some minor streets and alleys that access townhome garages measure 20 to 24 feet in width. Driveway aprons, which are shown to be at least 6 feet long, would provide extra space to facilitate turns to and from the townhome garages. The proposed minimum 20-foot width is consistent with the North 40 Specific Plan, which depicts interior residential streets with 10-foot drive lanes in each direction. The proposed Phase II street widths also match the dimensions of streets in Phase I.

Surface parking is located throughout the Phase II development with a mixture of 90-degree parking and parallel parking. Several dead-end aisles are present within the development site. These aisles provide access to townhome garages and “RESIDENTS ONLY” and/or “NO OUTLET” signage should be posted accordingly.

It is recommended that signage should be posted at the mid-block crosswalk along N. Turner Street to alert drivers of the crosswalk and potential pedestrians crossing the street. Similarly, signage should be posted at the mid-block crossings along D4 Street. The project plans are unclear on whether there would be internal stop signs posted at internal intersections. It is recommended stop signs be posted at the following locations:
• Mills Street & C1 Street (north and south legs)
• D4 Street & C1 Street (west leg)

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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• D4 Street & C5 Street (south leg)
• N Turner Street & C5 Street (all legs)
• N Turner Street & C2 Street (west leg)
• N Turner Street & C3 Street (west leg)
• N Turner Street & C4 Street (west leg)
• N Turner Street & C6 Street (east leg)
• D1 Street & C2 Street (south leg)
• D2 Street & C2 Street (south leg)
• 5
th Street & C4 Street (all legs)
• C4 Street & D5 Street (south leg)
On-Site Circulation (Block I Parking Lot)
Both driveways at the surface parking lot for Block I measure approximately 14 feet . The Town of Los Gatos Zoning Code (Section 29.10.155) requires driveways serving between 10 and 25 parking spaces to be no less than 11 feet wide if they provide only ingress or egress and no less than 20 feet wide if they provide both ingress and egress. This provides adequate width for vehicular ingress and egress and provides a reasonably short crossing distance for pedestrians. The project should designate the eastern driveway for ingress only and western driveway for egress only. A sign should be posted at the egress driveway to alert drivers that only egress is permitted. The project would provide angled parking within the Block I parking lot, which is the recommended configuration to reinforce the one-way operation of the drive aisle.

Recommendation: “RESIDENTS ONLY” and/or “NO OUTLET” signage should be posted in advance of dead-end drive aisles providing access to townhomes Recommendation: Signage should be posted at the mid-block pedestrian crossings along N.

Turner Street and D4 Street
Recommendation: Stop signs should be posted at internal intersections, as noted above Recommendation: For the Block I parking lot, the project should designate the eastern driveway for ingress only and western driveway for egress only. A sign should be posted at the egress driveway to alert drivers that only egress is permitted.

On-Site Circulation (Block E Garage)
The Block E Garage consists of two levels: Level 1 parking for commercial employees and customers, guests, and residents, and basement level parking for primarily residents. Figures 16 and 17 show the site plan for Level 1 and the basement level of the Block E Garage, respectively. The site plan shows a roll-up open-grille door on the ramp to the basement level (Level B), which will restrict access to the residential parking areas for future residents and their guest only. The operations of the garage access points are evaluated in a subsequent section.

Two dead-end aisles are present on Level 1 of the Block E parking garage. A turnaround space is provided at each dead-end aisle to facilitate turnarounds in the event that a driver cannot locate an empty parking space. All drive aisles on both levels of the Block E parking garage measure at least 24 feet in width. A second roll-up open-grille door would separate the commercial and residential parking areas. There is space for a resident vehicle to queue in front of this roll-up door while waiting for the door to open without blocking vehicles entering the Level 1 parking garage from C5 Street. Given that there are only 33 residential parking spaces on Level 1, it is highly unlikely that more than one vehicle would queue while waiting for this roll up door to open.

ITEM NO. 1.

North 40 Phase II TA
Figure 16
Block E Garage Ground Level Site Plan

ITEM NO. 1.

North 40 Phase II TA
Figure 17
Block E Garage Basement Level Site Plan

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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The project site plan shows several mechanical vehicle puzzle stackers on both levels of the parking garage. Some vehicle puzzle stackers are located near a wall where it may be difficult for drivers to back out into drive aisles. Puzzle lift stackers located near the southeast corner of the Level B garage have a wall behind them on the other side of the drive aisle. However, additional space is provided (33 feet of back out depth as compared to the standard 25 feet drive aisle width), so that vehicles can easily enter and back out of the stackers. Parking spaces with puzzle stackers will be designated for residents only. Since the mechanical vehicle stackers will require knowledge of how to use them, residents assigned a space in the parking stackers should be provided with instructions on how to use the lifts. Additionally, clear signage and instructions should be posted outside of each stacker with guidance on how to operate the mechanical stackers.

Recommendation: Future residents assigned a parking space in the Block E garage should be provided instructions on how to operate the puzzle stackers prior to move in. Clear signage and instructions should be posted outside of each stacker with guidance on how to operate the mechanical stackers.

Sight Distance at Internal Intersections
Sight distance was checked at internal intersections to ensure the safety of all drivers. The following locations with uncontrolled approaches were checked for sight distance:
• 5
th Street/D2 Street & C2 Street
• Mid-block Crossing (Paseo) at N. Turner Street
• Pedestrian Crosswalk across C5 Street at D4 Street
• Mid-block Crossing (Paseo) at D4 Street
• Mid-block Crossing (between the H1 and H2 buildings) at D4 Street Figure 18 shows clear sight lines at locations where potential conflict could occur. At the 5th Street/D2 Street/C2 Street intersection, 5th Street and C2 Street would be uncontrolled. Vehicles traveling along C2 Street that are turning left onto D2 Street would need to watch for vehicles traveling southbound along 5th Street prior to turning. Vehicles approaching this intersection from 5th Street would be traveling at low speeds (<15 mph) due to the curve. The stopping sight distance is 80 feet for vehicles traveling 15 mph. A clear line of sight of at least 80 feet is provided from 5th Street to where vehicles would yield on C2 Street.

Given the relatively narrow street widths, it is presumed most vehicles would be traveling at low speeds (25 mph or less) while on neighborhood streets (N. Turner, C5, and D4 Streets). The stopping sight distance is 150 feet for vehicles traveling 25 mph. Vehicles should be able to see pedestrians preparing to cross at the mid-block crossing at N. Turner Street, the pedestrian crossing across C5 Street at D4 Street, and the mid-block crossing between the H1 and H2 buildings along D4 Street. Vehicles from the north should be able to see pedestrians preparing to cross the mid-block crossing at the Paseo along D4 Street. Vehicles traveling along C1 Street and continuing onto northbound D4 Street would be traveling at low speeds (<15 mph) due to the curve along the roadway. A clear line of sight of at least 80 feet is provided from C1 Street to where vehicles would yield on D4 Street. The site plan shows street trees near all pedestrian crossings. Street trees and other landscaping plants along all internal streets should be maintained so that the view between drivers and pedestrians are not obstructed.

ITEM NO. 1.

Figure 18
Sight Distance at Internal Intersections
North 40 Phase II TA
Figure 18

ITEM NO. 1.

North 40 Phase II TA February 18, 2025
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Traffic Operations at Garage Entrances
The gross project-generated trips that are estimated to occur at the Block E basement level garage driveway are approximately 21 inbound and 70 outbound during the AM peak hour and 55 inbound and 36 outbound during the PM peak hour (based on approximately 90% of the Block E residential parking spaces located on the basement level). The gross project-generated trips that are estimated to occur at the Level 1 garage driveway for residential and commercial uses are 17 inbound and 17 outbound during the AM peak hour and 38 inbound and 35 outbound during the PM peak hour (based on approximately 10% of the Block E residential parking spaces located in the Level 1 garage and approximately 60% of the Block E/Block I retail/commercial parking located in the Level 1 parking garage).

Based on the relatively low number of project trips at garage entrances (at most one vehicle entering every 65 seconds and exiting every 51 seconds), significant traffic operational issues related to queuing are not expected to occur. There is approximately 33 feet of space between the roll up door to the basement level garage and C5 Street. This is enough space for one vehicle to queue while waiting for the door to roll up. Modern high-performance roll-up doors can open in approximately five seconds.

Even during the PM peak hour when inbound traffic is highest, there would be a very low probability (less than one percent) of more than one vehicle arriving at nearly the same time and having to wait for the door to open. Thus, the roll-up door is not expected to cause vehicle queues that extend back onto C5 Street. Some minor queuing within the parking garage ramps may occur while vehicles are waiting to turn out onto C5 Street. Similarly, minor on-street queuing may occur along C5 Street while vehicles wait to turn into the parking garage driveway when yielding to oncoming vehicles traveling along eastbound C5 Street. There is approximately 110 feet between the residential/commercial driveway and the crosswalk along Los Gatos Boulevard and 175 feet between the basement residential driveway and the crosswalk along Los Gatos Boulevard. This is enough for four vehicles and seven vehicles to queue along westbound C5 Street without extending onto Los Gatos Boulevard. The inbound trips along C5 Street from Los Gatos Boulevard are estimated to be 74 trips during the PM peak hour, which equates to approximately, on average, one vehicle arriving every 49 seconds. An analysis of driveway operations shows that left-turn traffic into the Block E garage would face minimal delays (less than 10 seconds) and result in a queue of no more than one vehicle along westbound C5 Street. Thus, the Block E garage entrances on C5 Street would not lead to queuing that extends back to Los Gatos Boulevard.

Truck Access and Circulation
Loading Operations
According to the Town of Los Gatos Zoning Code, commercial buildings having a floor area of 10,000 square feet or more should provide at a minimum one off-street loading space, plus one additional loading space for each 20,000 square feet of floor area. Loading spaces should be a minimum of 10 feet wide by 30 feet long and 15 feet high. The retail/commercial uses on-site each total less than 10,000 square feet in separate buildings: Building E (7,800 s.f.), Building I (4,800 s.f.), and Red Barn Replica (2,400 s.f.). The site plan shows the project would provide one enclosed commercial loading space near the southwest corner of Building E. The commercial loading space is accessible from D4 Street. The site plan indicates that the commercial loading space would measure 10 feet wide by 30 feet long and 15 feet high, meeting the minimum dimensions and loading space requirements of the Town’s Zoning Code.

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Garbage Collection
Garbage collection for the proposed townhomes will occur on internal streets. Garbage collection for the affordable housing building (Building G) will occur on 5th Street. A garbage staging area is provided along the curb near the intersection of 5th Street and N Turner Street. Three waste collection rooms are shown on the site plan for Building E. The site plan shows a waste staging room near the northeast corner of Building E. Trash bins in the waste collection rooms will need to be wheeled to the waste staging room prior to garbage collection days. A 40-foot long waste loading zone is shown near the northeast corner of Building E, accessible from C5 Street. The extended length of this designated pull out space would prevent garbage collection vehicles from blocking traffic in the adjacent through travel lane.

Emergency Vehicle Access
Emergency vehicle access to the Phase II site is provided via N. Turner Street, C1 Street, and C5 Street. The network of internal streets all measure at least 20 feet in width, providing adequate access for emergency vehicles. The site plan shows that all sides of project buildings are within 150 feet of a fire access road.

Parking
Vehicle Parking
Vehicle parking was evaluated based on the State Density Bonus Law for residential (multi-family and townhomes) parking and the parking requirements set forth in the North 40 Specific Plan for affordable housing and commercial parking. According to the State Density Bonus Law, the Town shall not require a vehicular parking ratio that is greater than one on-site parking space for zero-to-one-bedroom units, one and one-half on-site parking spaces for two-to-three-bedroom units, and two and one-half on-site parking spaces for four or more bedrooms. These parking ratios are inclusive of parking for persons with disabilities and guest parking. The North 40 Specific Plan stipulates that affordable housing units should provide .5 spaces and .5 guest spaces per unit. Commercial/retail uses should provide parking as required by the number of parking spaces in the downtown as required within Division 4 of the Zoning Ordinance. The Town requires one parking space per 300 square feet of floor area for retail and commercial uses downtown.

Based on the above requirements, the project would be required to provide 672 parking spaces, with the townhomes requiring 243 parking spaces, the multi-family residential (Block E) requiring 311 parking spaces, the affordable housing (Block G) requiring 68 parking spaces, and the commercial uses requiring 50 parking spaces (see Table 12).

A total of 784 parking spaces would be provided on the Phase II site. The project would provide enough parking spaces to meet the Town’s requirements. Parking for townhomes will be attached on the ground level of each unit. Each townhome would provide 2 parking spaces in an attached garage.

Forty-four guest parking spaces for the townhomes would be provided throughout the site. Sixty-eight parking spaces will be provided for the affordable housing units. Spaces assigned to residents of the affordable housing building will be reserved with signage and marked. The remaining spaces allocated for the affordable housing building could be used for resident or guest parking. The multi-family housing building will provide 313 parking spaces within the Level 1 and basement level garage. Twenty-six guest parking spaces for the multi-family housing building are provided within the parking garage and along D4 Street. The Block E building parking garage will also provide 26 parking spaces in Level 1 for retail/commercial uses. Additionally, 24 surface parking spaces are provided for retail/commercial use and are located in a surface lot adjacent in Block I and on North Turner Street near the Red Barn replica. The site will also provide 29 unassigned spaces along N. Turner Street, 5th Street, and the

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Block I surface lot. These spaces could be used for visitor parking or guest parking and should be time limited to discourage long-term resident parking. The project complies with all Building Code and ADA requirements, including Green Building Code for accessible stalls and EV parking requirements.

Table 12
Parking Requirement
Bicycle Parking
The Town of Los Gatos has adopted objective design standards for multi-family and mixed-use developments. The standards state that each dwelling unit should provide at least one long-term bicycle parking space and one short-term bicycle parking space. Townhomes with an enclosed garage are exempt from providing a long-term parking space. Non-residential uses should provide at least one short-term parking space per 2,000 square feet.

Based on the objective design standards, the project should provide at least 255 long-term spaces for the multi-family building (Block E) and 68 long-term spaces for the affordable housing building (Block G). Additionally, the project should provide 428 short-term parking spaces (255 for the multi-family building, 68 for the affordable housing building, 127 for the townhomes, and 8 for the retail/commercial uses).

The project plans show a bicycle storage room with 255 long-term spaces on the ground level of Building E, located near the residential lobby along Los Gatos Boulevard. Similarly, the plans show a long-term parking for 68 bicycles within a storage room on the ground level of the affordable housing building. The project plans indicate that a total of 186 short-term bicycle parking spaces would be provided throughout the project site. The proposed long-term bicycle parking meets the Town’s design standard. The project will request a concession to reduce the number of required short-term bicycle spaces. With the concession, the project would comply with the required number of short-term parking spaces.

Townhomes 127 d.u. 243
2-bedroom 34 d.u. 1.5 per d.u. 51
3-bedroom 41 d.u. 1.5 per d.u. 61.5
4-bedroom 52 d.u. 2.5 per d.u. 130
Multi-Family 255 d.u. 311
Studio 13 d.u. 1 per d.u. 13
1-bedroom 130 d.u. 1 per d.u. 130
2-bedroom 107 d.u. 1.5 per d.u. 160.5
3-bedroom 5 d.u. 1.5 per d.u. 7.5
Commercial/Retail 15,014 s.f. 1 per 300 s.f 50
Affordable Housing 68 d.u. 1 per d.u. 68
Sitewide Required Parking 672
Notes:
1 Maximum requirement the Town can impose based on State Density Bonus Law.

Size Requirement1

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Effects on Pedestrian and Bicycle Facilities
Pedestrian Site Access
A network of sidewalks is present along the streets in the vicinity of the project site, including along the west side of Los Gatos Boulevard adjacent to the project site. Burton Road is generally without sidewalks except for a short segment (approximately 170 feet long) on the north side of the street near Los Gatos Boulevard, where a sidewalk has been constructed adjacent to a commercial building.

Crosswalks are present along the west, north, and east legs of the Los Gatos Boulevard/Samaritan Drive/Burton Road intersection. Crosswalks are present along all legs of the Los Gatos Boulevard/Walker Street intersection and the Los Gatos Boulevard/Lark Avenue intersection. The project would not interfere with or conflict with the existing pedestrian facilities.

Truncated domes are the standard design requirement for detectable warnings, which enable people with visual disabilities to determine the boundary between the sidewalk and the street. The Los Gatos Boulevard/Samaritan Drive/Burton Road intersection is missing truncated domes at the northwest and southwest corners. All corners of the Los Gatos Boulevard/Walker Street intersections have truncated domes.

Sidewalks are present along the Los Gatos Boulevard project frontage. The project would reconstruct the sidewalk along the Los Gatos project frontage to provide a 10-foot-wide multi-use path. The project would construct a complete network of sidewalks within the project site, connecting Los Gatos Boulevard to commercial and residential uses on site. Major north-south sidewalks within the project site are provided along both sides of N. Turner Street and both sides of D4 Street. A multi-use path will be constructed along the west side of N. Turner Street that will connect with the path that was constructed along Bartlett Street in Phase I. At C-5 Street, the multi-use path will shift to the east side of N. Turner Street and extend northwards to the property line at Burton Road. The project would also include a multi-use path along the north side of C5 Street that would connect the paths on Los Gatos Boulevard and N. Turner Street. Major east-west sidewalks within the project site are provided along the north side of C1 Street, both sides of C5 Street, and an east-west paseo running along the south side of the E1 building and the south side of the meadow. An additional east-west mid-block crossing would be provided between the H1 and H2 buildings and the west side of the E1 building. The project also would construct a sidewalk and landscaping within an eight-foot wide public access easement along the site frontage on Burton Road to conform with the ultimate street cross section to be completed by others.

The retail/commercial uses are located within Block E and Block I, which are the closest to Los Gatos Boulevard. The east-west paseo provides a walkway that connects Los Gatos Boulevard to the retail/commercial uses, as well as the meadow. The entrance to the multi-family building at Block E is also accessible from the sidewalk on Los Gatos Boulevard. The remaining residential uses (affordable housing and townhomes) are all accessible using internal sidewalks and walkways within the project site.

Bicycle Site Access
Class II striped bike lanes are present on Los Gatos Boulevard, south of Lark Avenue, on Samaritan Drive, and on Lark Avenue, west of SR-17. A multi-use path is present on the north side of Lark Avenue, between SR-17 and Los Gatos Boulevard and along the Phase I frontage on the west side of Los Gatos Boulevard.

The Town’s Bicycle and Pedestrian Master Plan 2020 Update includes the following improvements:
• Upgrade existing Class II bike lanes on Lark Avenue to Class IV bike path • Install Class IV bikeway on Los Gatos Boulevard, between Town limits and Shannon Road

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The Town’s 2040 General Plan includes the following improvements:
• Class II bike lanes on Los Gatos Boulevard, between Town limits and Lark Avenue • Class IV bike path on Los Gatos Boulevard between Lark Avenue and Shannon Road • Sharrows and Class III bike route on Camino Del Sol
• Sharrows and Class III bike route on Gateway Drive
• Sharrows and Class III bike route on Carlton Avenue
The installation of a Class IV bikeway along Los Gatos Boulevard would improve bicyclist safety for those traveling along Los Gatos Boulevard and could encourage additional bicycle riders that would otherwise be unwilling to ride their bicycle as a mode of transportation. The project would not interfere with or conflict with the existing or planned bicycle facilities.

The project would construct a multi-use path along its frontage on Los Gatos Boulevard. Additionally, the project would construct a multi-use path along N. Turner Street that could eventually connect to a future bicycle facility on Burton Road. The project would also include a multi-use path along the north side of C5 Street that would connect the paths on Los Gatos Boulevard and N. Turner Street.

Short-term bicycle racks would be provided throughout the project site. Most of the short-term bicycle racks would be located conveniently near building entrances along Los Gatos Boulevard, D4 Street, and the Paseo. The project site would provide 186 short-term bicycle parking spaces through the site.

Long-term bicycle storage would be provided in bicycle storage rooms for the apartment and affordable housing uses. The project site would provide 255 long-term bicycle parking spaces on the ground level of Block E for the apartment building and 68 long-term bicycle parking spaces on the ground level of Block G for the affordable housing units. Long-term bicycle parking for townhomes would take place in each individual unit.

Effects on Transit Services
The project site is directly served by Route 27 on Los Gatos Boulevard. Route 61 also operates nearby on Samaritan Drive. The bus stop closest to the project site is located just north of the project frontage on Los Gatos Boulevard. This bus stop serves southbound Route 27. The closest stop for the northbound direction on Route 27 is located on Los Gatos Boulevard near Walker Street. There is also a bus stop for Routes 27 and 61 on Samaritan Drive near National Avenue. The project would not interfere with or conflict with these transit facilities.

The project would provide pedestrian pathways that connect building entrances to Los Gatos Boulevard. In order to access the Route 27/61 bus stop on Samaritan Drive, residents and employees of the North 40 Phase II Plan area would have to walk north along the west side of Los Gatos Boulevard and then at the Burton Road intersection, navigate three crosswalks (the west leg, north leg, and east leg) to reach the south side of Samaritan Drive. The lack of a crosswalk on the south leg of the Los Gatos Boulevard/Samaritan Drive/Burton Road intersection would add about 300 feet to the walking distance to this bus stop.

Recommendation: A crosswalk should be added to the south leg of the Los Gatos Boulevard/Samaritan Drive/Burton Road intersection to ensure convenient paths for pedestrians walking to nearby transit stops. Truncated domes should be added at the pedestrian ramp at the southwest corner to ensure the crosswalk meets the needs of people with visual disabilities. The Town may choose to collect funding for this improvement but defer its implementation to coincide with future Burton Road improvements expected when the adjacent properties redevelop since it could affect the location and design of a new crosswalk on the south leg.

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The increased development density that would be constructed as part of the North 40 Phase II development would potentially generate and support higher transit ridership, which is consistent with the Town’s adopted plans and policies that emphasize the reduction in vehicle miles traveled and promote multi-family housing and mixed-use developments with housing near transit stops (2040 General Plan MOB-6.2).

Collision Analysis
Collision data in the study area for the last 10 years was reviewed for any unusual patterns. Collision data was taken from the Statewide Integrated Traffic Records System (SWITRS), which is a database that collects data gathered from a collision scene. Collision data was reviewed for the Los Gatos Boulevard and Lark Avenue corridors in the study area. The collision data is provided in Appendix H.

Within the last 10 years, several collisions have occurred along Los Gatos Boulevard. All of the reported collisions along the Los Gatos Boulevard corridor in the last 10 years were isolated incidents at different locations, providing no indication of a pattern. It should be noted that there have been at least five broadside collisions along the project frontage. The project would construct a raised median, which would eliminate the ability for left turns along the Los Gatos Boulevard project frontage, reducing the likelihood for broadside collisions related to vehicles turning left from a site on either side of Los Gatos Boulevard.

Within the last 10 years, several collisions have occurred along Lark Avenue. All of the reported collisions along the Lark Avenue corridor in the last 10 years were isolated incidents at different locations, providing no indication of a pattern. It should be noted that there have been at least three collisions involving bicyclists. The recent bike lane installation along Lark Avenue is beneficial for increasing bicyclist safety along the Lark Avenue corridor.

Other Transportation Considerations
Terreno De Flores Lane Access
Consistent with the street improvements identified in the North 40 Specific Plan, the project would construct a median on Los Gatos Boulevard that would limit access to the project site at C1 Street and C5 Street to right-in and right-out only. Additionally, Terreno De Flores Lane, which is an unsignalized cul-de-sac street that extends eastward from Los Gatos Boulevard, would also be limited to right-in right-out only.

A level of service analysis was completed to evaluate the potential to provide for inbound left-turn movements turning onto Terreno De Flores Lane. Demand for southbound left turns onto Terreno De Flores Lane was estimated based on the existing land uses accessing this street (8 multi-family units, 14 single-family homes, and a 65-bed nursing home). The pending development at 14926 Los Gatos Boulevard (3,000 s.f. commercial and 5 d.u.) was assumed only for cumulative conditions. Additionally, it is assumed that project trips exiting C5 Street that would have made a U-turn at Walker Street would make a U-turn at Terreno De Flores Lane instead. Under existing and background conditions, it was estimated that 50 AM peak-hour trips and 44 PM peak-hour trips would turn left from southbound Los Gatos Boulevard onto Terreno De Flores Lane or make a U-turn. Because cumulative conditions assume a connection from N. Turner Street to Burton Road, the Phase II project trips bound for northbound Los Gatos Boulevard that would have turned right from C5 Street would instead divert to turn left onto Los Gatos Boulevard from Burton Road. Thus, the Phase II project wouldn’t add any Uturn vehicles to southbound Los Gatos Boulevard at Terreno De Flores Lane. Under cumulative conditions, it was estimated that 13 AM peak-hour trips and 22 PM peak-hour trips would turn left from Los Gatos Boulevard onto Terreno De Flores Lane.

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Table 13 summarizes the average delay and level of service for the unsignalized left-turn/U-turn movements on Los Gatos Boulevard at Terreno De Flores Lane. Los Gatos Boulevard carries moderate volume in the northbound during the peak hours. Vehicles could easily find a gap in traffic to turn left onto Terreno De Flores Lane, similar to existing conditions. The analysis shows the unsignalized left-turn/U-turn movement would have delay corresponding to LOS B.

Table 13
Level of Service Analysis for Unsignalized Left Turns on Los Gatos Boulevard If southbound left turns were allowed onto Terreno De Flores Lane, all project trips exiting C5 Street that would have made a U-turn at Walker Street would make a U-turn at Terreno De Flores Lane instead. The potential queue spillover previously identified in the queuing analysis for the southbound U-turn at Walker Street would be resolved by providing a U-turn option at Terreno De Flores Lane.

A median opening to allow left turns onto Terreno De Flores Lane could be considered, as traffic volumes are low and adequate turn pocket queue space could be provided. However, the Town should consider additional factors beyond vehicle delay, level of service, and queuing. A median opening could potentially conflict with the Town’s long-term goals of installing a Class IV bikeway along Los Gatos Boulevard. Future bicyclists would need to exercise more caution with additional vehicular movements at the protected bikeway break at Terreno De Flores Lane. Furthermore, allowing left-turns and U-turns at an uncontrolled intersection could increase the likelihood of broadside vehicle collisions compared with the same movements at a signalized intersection. Therefore, it is not recommended to install a median opening to allow left-turns onto Terreno De Flores Lane.

Cut Through Evaluation
The project would construct a network of internal streets. Cut through traffic from Los Gatos Boulevard or Lark Avenue through the North 40 Specific Plan area is expected to be minimal. The project does not propose connecting C1 Street to N. Turner Street. C5 Street would be connected to N. Turner Street, which extends southward through the Phase I development to Lark Avenue. However, due to the orientation of N. Turner Street (extending northwest-southeast), drivers and modern GPS applications would be unlikely to recommend using C5 Street to access Phase I of the North 40 site or Lark Avenue.

Additionally, speeds within the Phase II site would be low (25mph or lower). The speed limit along Los Gatos Boulevard is 35 mph and would be quicker than using C5 Street and Turner Street as a cutthrough route. The approximate travel distance using Los Gatos Boulevard and Lark Avenue would be 2,275 feet versus 2,600 feet using C5 Street and Turner Street. Internal stop signs (if added) would further increase travel time within the Phase II site. If noticeable cut-through traffic is observed after project opening, speed humps could be installed on Plan area streets to discourage cut-through traffic from drivers diverting from Los Gatos Boulevard and Lark Avenue.

Study
# Intersection Movement LOS LOS LOS
AM 10.2 B 10.8 B 11.0 B
PM 12.0 B 13.1 B 13.2 B
Note:

Average Delay reported is for the movement (left-turn) specified above.

SBL
Avg.

Delay
(sec)
B1 Los Gatos Boulevard & Terreno De Flores Lane
Peak
Hour
Avg.

Delay
(sec)
Existing
Conditions
Background
Conditions
Cumulative
Conditions
with Project with Project with Project
Avg.

Delay
(sec) Page 549
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5. Recommended Project Improvements
This chapter summarizes the improvements recommended to address adverse effects to intersection level of service and vehicle queuing conditions at study intersections.

Recommended Roadway Improvements
• Los Gatos Boulevard/Samaritan Drive/Burton Road: Contribute towards eastbound Burton Road traffic signal improvements previously identified in the North 40 Specific Plan EIR. • Los Gatos Boulevard/Samaritan Drive/Burton Road: Extend the northbound left-turn pocket length on Los Gatos Boulevard. The northbound left-turn pocket should be extended to a maximum length of approximately 200 feet by making the turn pocket start just north of C5 Street.
• Los Gatos Boulevard/Walker Street: Extend the southbound left-turn (U-turn) lane to provide at least 150 feet of storage space by modifying the existing landscaped median. • Accommodate a Future Connection to Burton Road: While the project does not propose a connection to Burton Road, the project is designed to allow for a future connection should the Town desire to make the connection. The westernmost portion of Burton Road directly adjacent to the project site is privately owned. Improvements to this segment of Burton Road and a connection to N. Turner Street could occur when the other properties along Burton Road are developed and the Town of Los Gatos gains control over the full length of Burton Road. The project can function adequately without the Burton Road connection with the recommended improvements to extend turn lane storage on Los Gatos Boulevard.

In addition to the roadway improvements, Hexagon has the following recommendations resulting from the site access, circulation, and parking evaluations.

Recommendations
• Street trees and other landscaping plants along Los Gatos Boulevard and all internal streets should be maintained so that the view of drivers exiting the project site or internal driveways are not obstructed.
• “RESIDENTS ONLY” and/or “NO OUTLET” signage should be posted in advance of dead-end drive aisles providing access to townhomes.
• Signage should be posted at the mid-block pedestrian crossings along N. Turner Street and D4 Street.
• Stop signs should be posted at internal intersections, as listed on pages 56-57.

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• For the Block I parking lot, the project should designate the eastern driveway for ingress only and western driveway for egress only. A sign should be posted at the egress driveway to alert drivers that only egress is permitted.
• Future residents assigned a parking space in the Block E garage should be provided instructions on how to operate the puzzle stackers prior to move in. Clear signage and instructions should be posted outside of each stacker with guidance on how to operate the mechanical stackers.
• A crosswalk should be added to the south leg of the Los Gatos Boulevard/Samaritan Drive/Burton Road intersection to ensure convenient paths for pedestrians walking to nearby transit stops. Truncated domes should be added at the pedestrian ramp at the southwest corner to ensure the crosswalk meets the needs of people with visual disabilities.

Fair Share Calculations
The project should make a fair share contribution to the improvements that were identified to address substandard levels of service or resolve queuing deficiencies.

Los Gatos Boulevard/Samaritian Drive/Burton Road
Extend Northbound Left-Turn Lane
The project will add trips to the northbound left-turn (U-turn) movement. Under existing conditions, the addition of project trips will cause the northbound left-turn storage length to exceed its capacity. Since the left-turn storage length does not exceed capacity under existing conditions, the project should install this improvement as part of the project or fund 100 percent of the cost of this improvement.

Install Third Northbound Through Lane
Under cumulative conditions, the project will add trips to the intersection, which would operate at an unacceptable LOS E during the PM peak hour without the project. The intersection level of service could be restored to LOS D or better by installing a third northbound lane on Los Gatos Boulevard. This improvement is required to be completed by the approved but yet to be completed Samaritan Medical Complex Phase 2 Project in San Jose.

Eastbound Burton Road Traffic Signal Improvements
The North 40 Phase II project shall be required to contribute towards eastbound Burton Road traffic signal improvements previously identified in the North 40 Specific Plan EIR. The project would add 167 trips to the intersection. Other pending developments in the vicinity would add 563 trips to the intersection during the PM peak hour under cumulative conditions. Therefore, the project’s fair share would be 22.9 percent [167/(167+563)] of the cost of this improvement.

Los Gatos Boulevard/Walker Street
The project will add trips to the southbound left-turn (U-turn) movement. Under existing conditions, the addition of project trips will cause the southbound left-turn storage length to exceed capacity. Since the left-turn storage length does not exceed capacity under existing conditions, the project should install this improvement as part of the project or fund 100 percent of the cost of this improvement.

Connection to Burton Road
The North 40 Specific Plan identifies a connection between N. Turner Street and Burton Road. The Phase II project is protected by the Housing Accountability Act, which overrides the Specific Plan.

However, to advance the Town’s connectivity goals, the applicant has volunteered to dedicate property, which the applicant understands will be memorialized as a condition of approval, to facilitate a future

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connection and has demonstrated the feasibility of the Town or a third-party making this connection in the future. When the future Burton Road connection is implemented, the project would add 55 PM peak hour trips to the Turner/Burton intersection. Other approved and pending developments in the vicinity would add 48 trips to the Turner/Burton intersection during the PM peak hour under cumulative conditions. The project-generated traffic would represent approximately 53.4% [55/(55+48)] of the PM peak hour traffic under cumulative conditions at the Turner/Burton intersection.

ITEM NO. 1.

North 40 Phase II Master Plan
Transportation Analysis
Technical Appendices

ITEM NO. 1.
.

Appendix A
North 40 Trip Generation and Development Consistency

ITEM NO. 1.

North 40 Trip Generation Analysis
Land Use Trips In Out Total In Out Total
Total North 40 Trip Generation (from North 40 Specific Plan EIR) Alternative A 15,757 422 263 685 690 836 1,526
Alternative B 15,500 229 240 469 761 727 1,488
Maximum of Alternative A & B 15,757 422 263 685 690 836 1,526 Approved Phase I Land Uses
Single-Family Detached Housing1 83 d.u. 850 16 47 63 52 31 83 Residential & Retail Reduction 3-128 -2 -4 -6 -8 -5 -13 722 14 43 57 44 26 70
Apartments and Townhomes2 187 d.u. 846 16 55 71 45 28 73 Residential & Retail Reduction 3-127 -3 -5 -8 -7 -4 -11 719 13 50 63 38 24 62
Affordable Senior Housing4 50 d.u. 169 3 7 10 7 6 13
Residential & Retail Reduction 3-25 0 -1 -1 -1 -1 -2
144 3 6 9 6 5 11
Commerical/Retail5 57,500 s.f. 3,882 61 38 99 146 152 298 Residential & Retail Reduction 3-280 -9 -6 -15 -10 -16 -26 Passby Reduction 6-68 -13 -8 -21 -34 -34 -68
3,534 39 24 63 102 102 204
Total Phase I Project Trips 4,397 55 80 135 146 131 277 Phase II Trip Allowance (Total - Phase I) 11,360 367 183 550 544 705 1,249 Proposed Phase II Trips 2,968 66 159 225 162 122 284
Remaining Trip Allowance after Phase II 8,392 301 24 325 382 583 965 Remaining North 40 Specific Plan Development (Pending and Anticipated) 14849 Los Gatos Boulevard (Housing & Retail)7
(944) (31) (44) (75) (64) (53) (117)
Housing 117 d.u
Retail 19,600 s.f.

North 40 Undeveloped Sites without an Application8
(468) (9) (29) (38) (24) (16) (40)
16245 Burton Road 50 d.u
16240 Burton Road 7 d.u
16210 Burton Road & 14831 Los Gatos Boulevard 23 d.u
14823 Los Gatos Boulevard 10 d.u
Remaining Trip Allowance at Buildout of Plan Area 6,980 261 (49) 212 294 514 808 Source: ITE Trip Generation Manual, 11 th Edition 2021. d.u. = dwelling units; s.f. = square feet
Notes:
3 The following trip reductions are prescribed by the VTA Transportation Impact Analysis Guidelines (October 2014).

Mixed-Used Development Project
with residential and retail components - 15% off the smaller trip generator 7 Project Size based on Preliminary Application found on the Town's Pending Project List (May 2024) 8 Project sizes estimated by Town of Los Gatos staff based on estimated number of units on each site in the Town's Housing Element
6 As prescribed by the Transportation Impact Analysis Guidelines from VTA (October 2014), a pass-by reduction of 25 percent was taken from retail trip generation.

AM Peak Hour PM Peak Hour
Daily Trip Trip
1 Residential trip generation based on the fitted curve equation published in the ITE Trip Generation Manual, 11th Edition (2021) for Single-Family Detached Housing (Land Use Code 210).
5 Commercial/Retail trip generation based on the average rates published in the ITE Trip Generation Manual, 11th Edition (2021) for Shopping Plaza 40k-150k (Land Use Code 821).

Size
2 Residential trip generation based on the fitted curve equation published in the ITE Trip Generation Manual, 11th Edition (2021) for Multifamily Housing (Mid-Rise) (Land Use Code 221).
4 Residential trip generation based on the fitted curve equation published in the ITE Trip Generation Manual, 11th Edition (2021) for Senior Adult Housing (Multifamily) (Land Use Code 252).

Hexagon Transportation Consultants, Inc. 9/20/2024

ITEM NO. 1.
.

Appendix B
Traffic Counts

ITEM NO. 1.

LARK AVE LARK AVE WINCHESTER BLVD WINCHESTER BLVD
(303) 216-2439
www.alltrafficdata.net
Location: 1 WINCHESTER BLVD & LARK AVE AM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
638 1,392
1,205
556
405 510
0 0

0.96 N
S
W E

0.87 0.94

0.94 0.00
(1,131) (2,229)
(1,960)
(988)
()
()
(725) (851)
04 387
1,044
0 158
0 0
0 3
0 247
00344 166

LARK AVE LARK AVE WINCHESTER BLVD WINCHESTER BLVD
9 2
0 6 N
S
W E 2 0
0 0
2 7 2 4
0 0
00 0
0 0
0 0
32 0
0 0
0 1 N
S
W E
0 0
0 0 0 0
0 1
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 0 31 0 58 31 0 0 0 0 16 0 259 1 0 0 1 0 101 22 0 1,589 7:15 AM 0 0 51 0 56 37 0 0 0 0 32 0 318 2 0 0 0 0 120 22 0 1,895 7:30 AM 0 0 63 0 82 38 0 0 0 0 33 0 417 0 0 0 0 0 164 37 0 2,188 7:45 AM 0 0 73 0 113 78 0 0 0 0 55 0 595 0 1 0 0 0 234 42 0 2,337 8:00 AM 0 0 93 0 91 58 0 0 0 0 50 0 565 2 1 0 4 0 230 43 0 2,353 8:15 AM 0 0 97 2 95 63 0 0 0 0 43 0 611 0 0 0 1 0 275 36 0 8:30 AM 0 0 72 0 98 70 0 0 0 1 24 0 566 1 1 0 0 0 261 40 0 8:45 AM 0 0 82 2 103 56 0 0 0 2 41 0 611 3 0 0 4 0 278 47 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
Lights 0 334 166 379 240 0 0 3 0 4 0 0 0 153 0 1,036 2,315 Mediums 0 10 0 8 7 0 0 0 0 0 0 0 0 5 0 7 37
Total 0 3 0 4 0 0 0 158 0 1,044 0 344 166 387 247 0 2,353

ITEM NO. 1.

LARK AVE LARK AVE UNIVERSITY AVE UNIVERSITY AVE
(303) 216-2439
www.alltrafficdata.net
Location: 2 UNIVERSITY AVE & LARK AVE AM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
5 11
1,256
546
325 269
551
1,199

0.98 N
S
W E

0.63 0.95

0.83 0.88
(7) (29)
(2,075)
(971)
(1,969)
(970)
(513) (430)
320
8 1,028
220
105
443
3 0
0 0
01680101

LARK AVE LARK AVE UNIVERSITY AVE

UNIVERSITY AVE
0 0
0 0 N
S
W E 0 0
0 0
0 0 0 0
0 0
00 0
0 0
0 0
00 0
0 2
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 9 0 0 0 0 0 0 69 0 15 110 232 0 0 1 0 12 2 15 0 1,401 7:15 AM 0 25 1 0 0 0 0 0 56 0 36 138 287 0 0 0 0 10 5 16 0 1,679 7:30 AM 0 30 1 0 0 1 0 0 98 0 31 173 374 0 0 1 0 14 4 22 0 1,921 7:45 AM 0 27 1 0 0 0 0 0 134 1 43 257 508 0 0 1 0 26 4 14 1 2,056 8:00 AM 0 34 0 0 0 0 0 0 99 0 63 253 510 0 0 0 0 29 5 26 1 2,081 8:15 AM 0 39 0 0 1 0 0 1 106 0 54 278 529 0 0 0 0 22 0 28 0 8:30 AM 0 51 0 0 0 0 0 0 119 0 53 228 509 0 0 0 0 25 1 30 2 8:45 AM 0 44 0 0 1 0 0 2 119 0 50 269 533 0 0 0 0 29 2 17 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
Lights 168 0 100 2 0 3 0 0 0 0 3 436 104 219 1,015 8 2,058 Mediums 0 0 1 0 0 0 0 0 0 0 0 7 1 1 12 0 22
Total 0 0 0 0 3 443 105 220 1,028 8 168 0 101 2 0 3 2,081

ITEM NO. 1.

LARK AVE LARK AVE SR-17 SB RAMPS SR-17 SB RAMPS
(303) 216-2439
www.alltrafficdata.net
Location: 5 SR-17 SB RAMPS & LARK AVE AM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
1,348 195
897
1,319
45 63
695
1,444

0.96 N
S
W E

0.91 0.93

0.75 0.87
(2,293) (277)
(1,386)
(2,300)
(2,327)
(1,207)
(74) (92) 6580 668
98 771
18 5
606
84 10
0 22
0151335
LARK AVE LARK AVE SR-17 SB RAMPS
SR-17 SB RAMPS
1 0
13 0 N
S
W E 0 0
5 8
1 0 0 0
1 0
00 0
0 2
0 0
00 0
0 10
0 1 N
S
W E
0 1
0 0 0 0
0 1
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 1 0 0 95 4 0 4 89 1 2 67 331 0 0 0 0 0 5 1 62 2,035 7:15 AM 0 4 1 0 96 4 0 6 78 2 3 73 387 0 0 0 0 1 17 7 95 2,466 7:30 AM 0 3 0 0 146 1 0 9 132 4 3 106 539 0 0 0 0 1 12 5 117 2,854 7:45 AM 0 1 0 0 198 4 0 19 179 1 2 182 778 0 0 3 0 2 33 16 141 3,003 8:00 AM 0 4 11 0 147 8 0 36 145 2 7 197 762 0 0 6 0 0 21 6 178 2,943 8:15 AM 0 8 1 0 192 4 0 16 131 2 6 207 775 0 0 3 1 0 25 7 176 8:30 AM 0 2 1 0 131 6 0 13 151 5 3 185 688 0 0 1 0 3 19 6 163 8:45 AM 0 3 0 0 141 3 0 9 180 0 4 171 718 0 0 1 0 3 19 4 181 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 5 0 0 0 0 0 0 0 2 0 0 1 0 8
Lights 15 13 35 642 22 651 0 10 0 0 84 596 5 18 761 95 2,947 Mediums 0 0 0 21 0 7 0 0 0 0 0 8 0 0 9 3 48
Total 0 10 0 0 84 606 5 18 771 98 15 13 35 668 22 658 3,003

ITEM NO. 1.

LARK AVE LARK AVE SR-17 NB RAMPS SR-17 NB RAMPS
(303) 216-2439
www.alltrafficdata.net
Location: 6 SR-17 NB RAMPS & LARK AVE AM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
0 919
1,468
1,331
0 346
1,325
889

0.97 N
S
W E

0.00 0.94

0.88 0.88
() (1,613)
(2,367)
(2,224)
(1,388)
(2,290)
() (568)
000
727
741
0 0
1,133
192
0 0 0
01480198
LARK AVE LARK AVE SR-17 NB RAMPS
SR-17 NB RAMPS
0 8
13 0 N
S
W E 5 3
7 6
0 0 0 0
2 0
00 2
0 2
0 0
00 4
0 10
0 0 N
S
W E
1 1
3 1 1 1
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 21 0 0 0 0 0 37 141 0 0 54 361 0 0 0 0 0 82 26 0 2,222 7:15 AM 0 20 0 0 0 0 0 46 149 0 0 76 428 0 1 2 0 0 111 26 0 2,637 7:30 AM 0 24 0 0 0 0 1 57 227 0 0 116 627 0 0 0 0 0 179 23 0 3,021 7:45 AM 0 33 0 0 0 0 0 45 333 0 0 177 806 0 0 2 0 0 168 50 0 3,139 8:00 AM 0 30 0 0 0 0 0 47 269 0 0 195 776 0 4 4 0 0 188 47 0 3,003 8:15 AM 0 43 0 0 0 0 0 44 281 0 0 201 812 0 0 3 0 0 188 55 0 8:30 AM 0 42 0 0 0 0 0 56 250 0 0 168 745 0 4 4 0 0 183 46 0 8:45 AM 0 41 1 0 0 0 2 44 261 0 0 144 670 0 2 2 0 0 137 40 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 1 0 1 0 0 0 0 0 0 0 1 6 0 0 0 4 13
Lights 147 0 196 0 0 0 0 0 0 0 188 1,101 0 0 730 714 3,076 Mediums 0 0 1 0 0 0 0 0 0 0 3 26 0 0 11 9 50
Total 0 0 0 0 192 1,133 0 0 741 727 148 0 198 0 0 0 3,139

ITEM NO. 1.

LARK AVE LARK AVE TURNER ST TURNER ST
(303) 216-2439
www.alltrafficdata.net
Location: 7 TURNER ST & LARK AVE AM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
37 40
1,444
1,315
16 20
1,342
1,472

0.95 N
S
W E

0.57 0.90

0.82 0.89
(58) (69)
(2,327)
(2,187)
(2,366)
(2,228)
(28) (37) 370
0 12
1,432
0 16
1,295
28 0
3 0
00020

LARK AVE LARK AVE TURNER ST

TURNER ST
0 0
1 0 N
S
W E 0 0
0 1
0 0 0 0
0 0
00 0
0 2
0 0
00 0
0 9
1 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 0 0 0 0 0 0 5 158 0 0 139 315 0 0 0 0 3 3 4 3 1,949 7:15 AM 0 0 0 0 0 0 1 3 162 0 0 177 356 0 0 0 0 5 2 4 2 2,337 7:30 AM 0 0 0 0 0 0 0 6 234 0 0 294 552 0 0 1 0 2 3 4 9 2,726 7:45 AM 0 0 0 0 0 0 0 7 370 0 0 325 726 0 0 0 0 2 1 2 19 2,843 8:00 AM 0 0 0 0 0 0 0 7 314 0 0 361 703 0 0 0 0 5 1 5 10 2,701 8:15 AM 0 0 0 0 0 0 1 6 322 0 0 392 745 0 0 1 0 6 7 6 5 8:30 AM 0 0 0 0 0 0 2 8 289 0 0 354 669 0 0 0 0 3 3 7 3 8:45 AM 0 0 0 0 0 0 0 5 300 1 0 262 584 0 0 0 0 2 2 5 7 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 7 0 0 4 0 11
Lights 0 0 20 0 0 35 3 0 0 0 25 1,263 16 0 1,411 11 2,784 Mediums 0 0 0 0 0 2 0 0 0 0 3 25 0 0 17 1 48
Total 3 0 0 0 28 1,295 16 0 1,432 12 0 0 20 0 0 37 2,843

ITEM NO. 1.

SR-85 NB RAMPS SR-85 NB RAMPS BASCOM AVE BASCOM AVE
(303) 216-2439
www.alltrafficdata.net
Location: 6 BASCOM AVE & SR-85 NB RAMPS AM
Date: Thursday, May 18, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
973 624
398
0 938 747
0 556

0.98 N
S
W E

0.95 0.90

0.98 0.00
(1,588) (1,055)
(693)
()
(980)
()
(1,536) (1,290) 2800
0 157
0 241
0 0
0 0
0 693
4276 4670
SR-85 NB RAMPS SR-85 NB RAMPS BASCOM AVE

BASCOM AVE
0 0
0 4 N
S
W E 0 0
0 0
0 0 3 1
0 0
50 0
0 0
0 0
10 0
0 0
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 1 38 54 0 0 66 0 0 0 0 44 0 274 1 0 0 0 0 25 0 46 1,534 7:15 AM 0 61 74 0 0 89 0 0 0 0 39 0 347 0 0 0 0 0 21 0 63 1,774 7:30 AM 0 50 77 0 0 112 0 0 0 0 54 0 373 3 0 0 0 0 21 0 59 1,964 7:45 AM 0 71 120 0 0 171 0 0 0 0 63 0 540 2 0 0 0 0 38 0 77 2,118 8:00 AM 1 60 123 0 0 182 0 0 0 0 41 0 514 1 0 0 0 0 34 0 73 2,037 8:15 AM 0 70 115 0 0 180 0 0 0 0 70 0 537 0 0 0 0 0 41 0 61 8:30 AM 3 75 109 0 0 160 0 0 0 0 67 0 527 1 0 0 0 0 44 0 69 8:45 AM 2 65 121 0 0 138 0 0 0 0 53 0 459 1 2 0 0 0 38 0 42 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 2 0 0 1 0 0 0 0 0 0 0 0 1 0 0 4
Lights 272 451 0 0 681 276 0 0 4 0 0 0 0 238 0 156 2,078 Mediums 4 14 0 0 11 4 0 0 0 0 0 0 0 2 0 1 36
Total 0 0 4 0 0 0 0 241 0 157 276 467 0 0 693 280 2,118

ITEM NO. 1.

SR-85 SB RAMPS SR-85 SB RAMPS BASCOM AVE BASCOM AVE
(303) 216-2439
www.alltrafficdata.net
Location: 7 BASCOM AVE & SR-85 SB RAMPS AM
Date: Thursday, May 18, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
897 754
0 419
953 916
313
0 0.98
N
S
W E

0.94 0.00

0.94 0.80
(1,522) (1,297)
()
(649)
()
(534)
(1,656) (1,546)
00 145
0 0
0 201
0 112
0 0 752
00642 274
SR-85 SB RAMPS SR-85 SB RAMPS BASCOM AVE

BASCOM AVE
0 2
0 3 N
S
W E 2 0
0 0
0 0 2 1
0 0
10 0
0 0
0 0
20 0
0 0
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 0 85 0 12 97 0 9 0 0 0 0 266 1 0 0 0 24 0 39 0 1,476 7:15 AM 0 0 115 0 12 115 0 19 0 0 0 0 336 1 0 0 0 36 0 39 0 1,724 7:30 AM 0 0 117 0 19 146 0 12 0 0 0 0 371 1 0 0 0 32 0 45 0 1,932 7:45 AM 0 0 151 0 25 199 0 35 0 0 0 0 503 3 0 0 0 54 0 39 0 2,100 8:00 AM 0 0 163 0 60 169 0 25 0 0 0 0 514 1 0 0 0 43 0 54 0 2,126 8:15 AM 0 0 164 0 37 210 0 22 0 0 0 0 544 0 0 0 0 55 0 56 0 8:30 AM 0 0 159 0 23 202 0 32 0 0 0 0 539 1 0 0 0 38 0 85 0 8:45 AM 0 0 156 0 25 171 0 33 0 0 0 0 529 1 2 0 0 65 0 79 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 2 1 0 2 0 0 0 0 0 0 0 0 0 0 0 5
Lights 0 621 271 143 739 0 0 0 0 0 112 0 200 0 0 0 2,086 Mediums 0 19 2 2 11 0 0 0 0 0 0 0 1 0 0 0 35
Total 0 0 0 0 112 0 201 0 0 0 0 642 274 145 752 0 2,126

ITEM NO. 1.

SAMARITAN DR SAMARITAN DR LOS GATOS BLVD LOS GATOS BLVD (303) 216-2439
www.alltrafficdata.net
Location: 8 LOS GATOS BLVD & SAMARITAN DR AM
Date: Thursday, May 18, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
932 914
490
671
699 845
90 73

0.96 N
S
W E

0.89 0.94

0.86 0.92
(1,611) (1,547)
(837)
(1,147)
(131)
(172)
(1,233) (1,438) 140 417
288
24 172
26 33
31 6
0 501
035595 215

SAMARITAN DR SAMARITAN DR LOS GATOS BLVD

LOS GATOS BLVD
17 4
0 2 N
S
W E 2 2
0 0
8 9 1 1
0 0
02 0
1 0
0 0
10 0
0 0
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 4 86 0 44 79 0 3 5 0 13 4 293 0 2 0 1 2 34 19 0 1,701 7:15 AM 0 12 93 0 76 76 0 10 8 0 19 3 383 1 0 0 3 7 47 30 2 1,961 7:30 AM 0 6 112 0 67 97 0 5 10 0 38 9 447 1 1 0 2 7 50 46 0 2,180 7:45 AM 0 9 118 0 101 137 0 7 11 1 52 9 578 1 1 0 3 7 68 58 0 2,322 8:00 AM 0 7 141 0 94 94 0 9 10 0 46 7 553 0 1 0 0 8 73 61 3 2,357 8:15 AM 0 13 128 0 119 139 0 7 4 1 48 9 602 0 2 0 8 11 78 40 5 8:30 AM 0 8 159 0 104 131 0 8 12 3 38 5 589 1 0 0 6 2 74 42 3 8:45 AM 0 7 167 0 100 137 0 7 7 2 40 3 613 1 1 0 3 5 63 72 3 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 1 1 0 3 0 0 0 0 0 0 0 0 0 0 1 6
Lights 35 584 207 413 492 14 0 6 0 0 31 33 26 168 24 275 2,308 Mediums 0 10 7 4 6 0 0 0 0 0 0 0 0 4 0 12 43
Total 0 6 0 0 31 33 26 172 24 288 35 595 215 417 501 14 2,357

ITEM NO. 1.

WALKER ST WALKER ST LOS GATOS BLVD LOS GATOS BLVD
(303) 216-2439
www.alltrafficdata.net
Location: 9 LOS GATOS BLVD & WALKER ST AM
Date: Thursday, May 18, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
667 861
0 0
706 875
39 14

0.94 N
S
W E

0.87 0.00

0.89 0.63
(1,202) (1,448)
()
()
(25)
(58)
(1,259) (1,472) 11110
0 0
0 25
0 14
0 0 645 36
38360 WALKER ST WALKER ST LOS GATOS BLVD

LOS GATOS BLVD
0 0
0 1 N
S
W E 0 0
0 0
0 0 0 1
0 0
10 0
0 0
0 0
10 0
0 0
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 1 2 103 0 0 89 0 0 0 0 0 0 200 0 0 0 0 1 0 0 4 1,151 7:15 AM 3 0 150 0 0 97 0 0 0 0 0 0 255 2 0 0 0 3 0 0 2 1,327 7:30 AM 5 0 142 1 0 146 0 2 0 0 0 0 300 0 0 0 0 2 0 0 2 1,452 7:45 AM 5 0 186 0 0 193 0 3 0 0 0 0 396 0 0 0 0 8 0 0 1 1,556 8:00 AM 11 0 200 5 0 143 0 7 0 0 0 0 376 0 0 0 0 10 0 0 0 1,581 8:15 AM 3 2 184 3 0 177 0 2 0 0 0 0 380 1 0 0 0 4 0 0 5 8:30 AM 15 0 230 2 0 143 0 3 0 0 0 0 404 0 0 0 0 6 0 0 5 8:45 AM 7 1 222 1 0 182 0 2 0 0 0 0 421 0 0 0 0 5 0 0 1 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 3 0 0 2 0 0 0 0 0 0 0 2 0 0 0 7
Lights 3 813 0 0 630 9 0 0 35 11 14 0 21 0 0 0 1,536
Mediums 0 20 0 0 13 2 0 0 1 0 0 0 2 0 0 0 38
Total 0 0 36 11 14 0 25 0 0 0 3 836 0 0 645 11 1,581

ITEM NO. 1.

LARK AVE LARK AVE LOS GATOS BLVD LOS GATOS BLVD
(303) 216-2439
www.alltrafficdata.net
Location: 8 LOS GATOS BLVD & LARK AVE AM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
742 826
54 51
1,232 1,446
1,309
1,442

0.94 N
S
W E

0.91 0.56

0.89 0.90
(1,227) (1,406)
(81)
(100)
(2,330)
(2,180)
(2,014) (2,362) 3461810
9 26
19 841
25 410
0 33 368
41,037 3978

LARK AVE LARK AVE LOS GATOS BLVD

LOS GATOS BLVD
3 6
8 5 N
S
W E 3 3
3 5
3 0 4 1
0 0
10 1
0 1
0 1
10 2
0 0
9 3 N
S
W E
0 0
2 0 0 1
3 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 103 52 2 5 38 3 49 12 0 1 2 407 1 0 0 0 100 3 1 36 2,441 7:15 AM 0 136 63 0 5 56 6 62 3 0 1 2 463 1 0 0 0 89 4 0 36 2,902 7:30 AM 0 224 80 0 4 66 6 76 4 0 2 3 689 0 1 3 2 154 1 0 69 3,387 7:45 AM 0 236 68 3 2 112 4 96 4 0 6 2 882 0 1 0 0 259 3 0 87 3,551 8:00 AM 2 255 97 3 6 86 10 78 10 0 6 5 868 0 1 2 0 222 2 2 84 3,409 8:15 AM 2 276 122 1 6 93 8 111 7 0 5 16 948 1 2 3 2 202 3 4 92 8:30 AM 0 270 110 3 4 77 11 125 4 0 2 3 853 4 2 3 1 158 1 2 83 8:45 AM 4 170 78 3 3 86 11 106 7 0 2 5 740 2 1 2 2 183 1 5 76 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 4 1 0 0 1 0 0 0 0 0 0 0 7 0 0 0 13
Lights 1,021 384 8 18 353 340 33 0 4 10 406 24 814 19 26 9 3,469 Mediums 12 12 0 0 14 6 0 0 0 0 4 1 20 0 0 0 69
Total 33 0 4 10 410 25 841 19 26 9 1,037 397 8 18 368 346 3,551

ITEM NO. 1.

GARDEN LN GARDEN LN LOS GATOS BLVD LOS GATOS BLVD
(303) 216-2439
www.alltrafficdata.net
Location: 2 LOS GATOS BLVD & GARDEN LN AM
Date: Wednesday, April 27, 2022
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
1,150 1,220
249
126
1,079 983
78 35

0.98 N
S
W E

0.81 0.85

0.91 0.89
(1,924) (1,955)
(400)
(187)
(61)
(132)
(1,814) (1,561) 2030 101
201
5 42
21 6
51 1
0 999 1710938 18

GARDEN LN

GARDEN LN

LOS GATOS BLVD

LOS GATOS BLVD
5 6
3 2 N
S
W E
3 3
1 2
1 4
1 1
0 0101
0 1
0 0
010
0 0
0 0
0 N
S
W E
0 0
0 0
0 00 0
0 0
0 0
Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 1 0 93 2 8 112 0 8 0 0 4 1 253 3 1 1 0 0 22 0 2 1,611 7:15 AM 2 1 120 0 14 146 0 9 0 0 3 1 323 0 0 0 2 2 21 0 4 1,983 7:30 AM 8 1 148 2 15 189 0 19 0 0 5 2 431 0 1 1 1 0 38 0 4 2,278 7:45 AM 1 2 151 11 28 315 0 13 2 0 8 2 604 0 2 0 1 7 61 0 3 2,460 8:00 AM 3 4 266 3 25 223 0 14 1 0 15 1 625 0 0 1 2 5 57 3 5 2,406 8:15 AM 4 4 270 10 18 230 0 9 2 0 11 1 618 1 2 1 2 3 44 7 5 8:30 AM 9 0 251 6 30 231 0 15 1 1 8 1 613 1 2 1 0 6 39 8 7 8:45 AM 10 2 188 6 20 242 0 13 0 0 8 0 550 1 1 0 2 3 46 4 8 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 4
Lights 10 920 18 98 978 20 0 1 17 30 51 6 21 41 5 201 2,417 Mediums 0 17 0 3 18 0 0 0 0 0 0 0 0 1 0 0 39
Total 0 1 17 30 51 6 21 42 5 201 10 938 18 101 999 20 2,460

ITEM NO. 1.

VILLAGE SQUARE DWY VILLAGE SQUARE DWY LOS GATOS BLVD LOS GATOS BLVD (303) 216-2439
www.alltrafficdata.net
Location: 3 LOS GATOS BLVD & VILLAGE SQUARE DWY AM
Date: Wednesday, April 27, 2022
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
987 1,020
14 44
942 1,005
0 0

0.96 N
S
W E

0.79 0.61

0.88 0.00
(1,667) (1,611)
(20)
(75)
()
()
(1,587) (1,586)
01766
4 0
10 0
0 0
0 0 904 28
0950 27

VILLAGE SQUARE DWY

VILLAGE SQUARE DWY

LOS GATOS BLVD

LOS GATOS BLVD
0 1
0 2 N
S
W E
0 1
0 0
0 0
1 1
0 090
0 0
0 0
010
0 0
0 0
0 N
S
W E
0 0
0 0
0 00 0
0 0
0 0
Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 3 0 100 5 2 104 0 0 0 0 1 0 215 3 0 0 0 0 0 0 0 1,290 7:15 AM 2 0 108 9 0 129 0 0 0 0 0 0 251 0 0 0 0 0 0 3 0 1,599 7:30 AM 8 0 150 12 0 166 0 0 0 0 1 0 340 3 0 0 0 0 0 3 0 1,862 7:45 AM 3 0 165 21 2 288 0 0 0 0 0 0 484 0 0 0 0 0 1 4 0 2,006 8:00 AM 2 0 284 23 3 202 0 0 0 0 3 0 524 0 0 0 0 0 0 7 0 1,983 8:15 AM 14 0 266 11 3 214 0 0 0 0 1 0 514 1 1 0 0 0 2 3 0 8:30 AM 9 0 235 11 9 200 0 0 0 0 6 0 484 1 0 0 0 0 1 13 0 8:45 AM 2 0 194 13 15 225 0 0 0 0 4 0 461 2 0 0 2 0 0 8 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 4
Lights 0 929 26 16 879 0 0 0 28 66 0 0 0 9 0 4 1,957
Mediums 0 20 1 1 22 0 0 0 0 0 0 0 0 1 0 0 45
Total 0 0 28 66 0 0 0 10 0 4 0 950 27 17 904 0 2,006

ITEM NO. 1.

LOS GATOS ALMADEN RD LOS GATOS ALMADEN RD LOS GATOS BLVD LOS GATOS BLVD (303) 216-2439
www.alltrafficdata.net
Location: 4 LOS GATOS BLVD & LOS GATOS ALMADEN RD AM
Date: Wednesday, April 27, 2022
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
893 1,047
459
260
944 888
52 41

0.94 N
S
W E

0.81 0.88

0.88 0.58
(1,476) (1,632)
(739)
(429)
(66)
(81)
(1,544) (1,375) 1115 140
279
7 173
24 9
19 0
0 727 2023734 111

LOS GATOS ALMADEN RD

LOS GATOS ALMADEN RD

LOS GATOS BLVD

LOS GATOS BLVD
6 9
5 1 N
S
W E
3 6
2 3
5 1
0 1
1 062
1 0
0 9
010
0 0
0 0
1 N
S
W E
1 0
0 0
1 01 0
0 0
0 0
Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 3 2 80 2 16 63 0 1 1 0 14 0 220 2 1 1 0 1 28 6 3 1,444 7:15 AM 4 5 74 0 20 104 0 3 3 0 21 1 285 2 0 0 0 3 37 8 2 1,834 7:30 AM 3 0 98 1 20 136 0 5 3 0 34 0 385 2 0 0 1 1 57 26 1 2,125 7:45 AM 5 3 135 5 38 229 0 1 3 0 53 1 554 0 1 1 0 7 50 21 3 2,292 8:00 AM 5 8 202 1 29 176 0 6 2 0 44 0 610 0 1 0 1 15 86 33 3 2,227 8:15 AM 3 9 210 1 37 152 0 5 3 0 43 0 576 0 3 0 2 2 75 34 2 8:30 AM 7 3 187 8 36 170 0 7 1 0 33 6 552 1 4 4 3 0 68 23 3 8:45 AM 1 1 144 4 32 172 0 3 2 0 37 3 489 0 1 1 0 3 48 32 7 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights 23 719 110 135 704 10 0 0 20 15 19 8 24 172 7 276 2,242 Mediums 0 15 1 5 23 1 0 0 0 0 0 1 0 1 0 3 50
Total 0 0 20 15 19 9 24 173 7 279 23 734 111 140 727 11 2,292

ITEM NO. 1.

BLOSSOM HILL RD BLOSSOM HILL RD LOS GATOS BLVD LOS GATOS BLVD (303) 216-2439
www.alltrafficdata.net
Location: 5 LOS GATOS BLVD & BLOSSOM HILL RD AM
Date: Wednesday, April 27, 2022
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
838 879
894
495
760 733
390
721

0.92 N
S
W E

0.77 0.92

0.78 0.86
(1,308) (1,337)
(1,402)
(789)
(1,105)
(638)
(1,204) (1,087) 2000 205
256
388
250
42 143
204
0 1 433 35132 419 147

BLOSSOM HILL RD

BLOSSOM HILL RD

LOS GATOS BLVD

LOS GATOS BLVD
21 10
18 8 N
S
W E
1 9
11 7
15 6
8 0
7 0160
0 0
0 0
000
0 1
0 0 12
N
S
W E
7 0
0 0
0 0 12 0
0 0
0 0
Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 9 7 37 0 23 31 0 22 14 0 15 24 245 0 0 1 1 4 29 14 16 1,655 7:15 AM 7 11 37 0 17 47 0 22 19 0 39 30 308 1 0 0 2 7 28 20 24 2,180 7:30 AM 3 12 40 1 32 64 0 37 28 0 53 63 425 5 0 3 0 5 37 12 38 2,646 7:45 AM 8 23 58 0 69 144 0 46 27 0 64 92 677 1 0 1 2 13 59 16 58 2,855 8:00 AM 6 40 118 0 51 131 0 37 39 0 66 102 770 5 3 6 6 13 76 44 47 2,780 8:15 AM 14 46 148 0 50 81 0 66 39 0 56 102 774 0 4 7 9 10 70 41 51 8:30 AM 7 23 95 0 35 77 1 55 38 0 64 92 634 2 3 4 4 6 51 46 44 8:45 AM 12 21 73 1 46 82 0 48 30 0 54 90 602 1 1 5 6 12 46 39 48 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2
Lights 131 408 142 202 421 198 1 0 35 0 199 137 42 242 379 256 2,793 Mediums 1 11 4 3 12 2 0 0 0 0 5 6 0 8 8 0 60
Total 1 0 35 0 204 143 42 250 388 256 132 419 147 205 433 200 2,855

ITEM NO. 1.

WIMBLEDON DR WIMBLEDON DR WINCHESTER BLVD WINCHESTER BLVD (303) 216-2439
www.alltrafficdata.net
Location: 1 WINCHESTER BLVD & WIMBLEDON DR AM
Date: Tuesday, March 5, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
554 1,422
0 0
660 1,495
182
149

0.98 N
S
W E

0.88 0.00

0.95 0.72
(940) (2,352)
()
()
(234)
(354)
(1,145) (2,437) 260
0 0
0 0
131
0 51
0 0 528
1123 1,3710 WIMBLEDON DR WIMBLEDON DR WINCHESTER BLVD WINCHESTER BLVD 1 0
0 9 N
S
W E 0 0
0 0
1 0 2 7
3 0
10 0
0 0
0 0
30 0
1 0
4 0 N
S
W E
1 2
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 1 14 141 0 0 50 0 11 0 0 0 0 239 2 0 0 0 21 0 0 1 1,500 7:15 AM 0 12 189 0 0 70 0 20 0 0 0 0 320 1 0 0 0 24 0 0 5 1,830 7:30 AM 2 19 240 0 0 111 0 14 0 0 0 0 415 1 0 0 1 26 0 0 3 2,081 7:45 AM 0 23 301 0 0 138 0 14 0 0 0 0 526 1 0 0 1 42 0 0 8 2,192 8:00 AM 0 27 347 0 0 113 0 19 0 0 0 0 569 1 0 0 0 55 0 0 8 2,231 8:15 AM 0 31 363 0 0 134 0 11 0 0 0 0 571 3 0 0 1 26 0 0 6 8:30 AM 0 35 326 0 0 131 0 11 0 0 0 0 526 1 0 0 0 18 0 0 5 8:45 AM 1 30 335 0 0 150 0 10 0 0 0 0 565 4 0 0 0 32 0 0 7 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 2 1 0 0 1 0 0 0 0 0 0 0 3 0 0 0 7
Lights 119 1,349 0 0 518 26 0 0 1 0 51 0 126 0 0 0 2,190 Mediums 2 21 0 0 9 0 0 0 0 0 0 0 2 0 0 0 34
Total 0 0 1 0 51 0 131 0 0 0 123 1,371 0 0 528 26 2,231

ITEM NO. 1.

ALBRIGHT WY ALBRIGHT WY WINCHESTER BLVD WINCHESTER BLVD (303) 216-2439
www.alltrafficdata.net
Location: 2 WINCHESTER BLVD & ALBRIGHT WY AM
Date: Tuesday, March 5, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
594 1,187
17 114
556 1,308
71 133

0.95 N
S
W E

0.92 0.71

0.92 0.77
(974) (2,048)
(22)
(147)
(221)
(157)
(945) (2,208) 65235
0 1
16 38
1 32
0 0 492 10671,153 78

ALBRIGHT WY ALBRIGHT WY WINCHESTER BLVD WINCHESTER BLVD 3 3
0 3 N
S
W E 2 1
0 0
2 1 1 2
0 0
10 0
0 0
0 0
31 0
0 0
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 12 134 0 0 44 0 9 0 0 1 0 222 0 0 0 0 8 0 4 10 1,371 7:15 AM 1 11 180 0 2 59 0 11 0 0 1 0 302 1 0 0 0 17 0 9 11 1,644 7:30 AM 1 9 230 1 1 96 0 9 0 0 2 0 379 0 1 0 1 14 0 7 9 1,865 7:45 AM 0 14 278 0 0 135 0 9 0 0 1 0 468 1 2 0 2 9 0 10 12 1,970 8:00 AM 3 15 314 2 8 111 0 6 0 0 2 0 495 0 0 0 1 10 0 11 13 1,990 8:15 AM 1 18 313 0 8 120 0 8 1 0 6 0 523 2 0 0 1 7 0 22 19 8:30 AM 3 14 273 0 8 126 0 9 0 0 4 1 484 1 1 0 0 11 0 18 17 8:45 AM 3 20 253 0 11 135 0 9 0 0 4 0 488 0 2 0 1 10 0 27 16 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2
Lights 66 1,133 77 30 483 65 0 0 10 2 32 1 38 16 1 0 1,954 Mediums 0 20 1 5 8 0 0 0 0 0 0 0 0 0 0 0 34
Total 0 0 10 2 32 1 38 16 1 0 67 1,153 78 35 492 65 1,990

ITEM NO. 1.

WINCHESTER BLVD WINCHESTER BLVD SR 85 SB RAMP SR 85 SB RAMP (303) 216-2439
www.alltrafficdata.net
Location: 1 SR 85 SB RAMP & WINCHESTER BLVD AM
Date: Tuesday, March 19, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
655 0
537
1,445
0 0
1,153
900

0.95 N
S
W E

0.79 0.86

0.00 0.87
(951) ()
(798)
(2,409)
(1,273)
(1,933)
() () 3620 293
0 537
0 0
1,152
0 0
1 0
0000 WINCHESTER BLVD WINCHESTER BLVD SR 85 SB RAMP
SR 85 SB RAMP
1 0
0 0 N
S
W E 0 0
0 0
0 1 0 0
0 0
00 0
0 1
0 0
00 0
0 0
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 0 0 0 22 0 0 0 105 0 0 38 177 0 0 0 2 0 0 0 12 1,337 7:15 AM 0 0 0 0 40 0 0 0 177 0 0 43 284 0 0 0 0 0 0 0 24 1,720 7:30 AM 0 0 0 0 44 0 0 0 232 0 0 63 364 0 0 0 0 0 0 0 25 1,994 7:45 AM 0 0 0 0 78 0 0 0 266 0 0 117 512 0 0 0 0 0 0 0 51 2,240 8:00 AM 0 0 0 0 71 0 0 0 330 0 0 106 560 0 0 0 0 0 0 0 53 2,345 8:15 AM 0 0 0 0 66 0 0 0 275 0 0 134 558 0 0 0 0 0 0 0 83 8:30 AM 0 0 0 0 69 0 0 0 277 0 0 157 610 0 0 0 0 0 0 0 107 8:45 AM 0 0 0 0 87 0 1 0 270 0 0 140 617 0 0 0 1 0 0 0 119 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2
Lights 0 0 0 284 0 356 1 0 0 0 0 1,129 0 0 523 0 2,293
Mediums 0 0 0 9 0 6 0 0 0 0 0 22 0 0 13 0 50
Total 1 0 0 0 0 1,152 0 0 537 0 0 0 0 293 0 362 2,345

ITEM NO. 1.

WINCHESTER BLVD WINCHESTER BLVD SR 85 NB RAMP SR 85 NB RAMP (303) 216-2439
www.alltrafficdata.net
Location: 2 SR 85 NB RAMP & WINCHESTER BLVD AM
Date: Tuesday, March 19, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
0 691
803
1,057
21 52
1,447
533

0.97 N
S
W E

0.00 0.90

0.75 0.91
() (1,322)
(1,362)
(1,710)
(798)
(2,409)
(36) (95)
000
298
499
4 17
1,040
378
2 12 0
0221515 WINCHESTER BLVD WINCHESTER BLVD SR 85 NB RAMP
SR 85 NB RAMP
1 0
0 0 N
S
W E 0 0
0 0
0 1 0 0
1 0
00 0
0 1
0 0
00 0
0 0
0 0 N
S
W E
0 1
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 3 3 0 0 0 0 30 94 0 1 36 235 0 0 0 2 3 63 2 0 1,564 7:15 AM 0 2 6 0 0 0 0 72 141 0 1 40 346 0 0 0 0 1 81 2 0 1,924 7:30 AM 0 3 6 0 0 0 1 98 178 0 0 59 435 0 0 0 0 3 86 1 0 2,155 7:45 AM 0 4 2 0 0 0 0 109 226 0 0 117 548 0 0 0 0 6 75 9 0 2,285 8:00 AM 0 4 7 0 0 0 4 126 265 1 1 94 595 0 0 0 0 3 83 7 0 2,302 8:15 AM 0 5 2 0 0 0 3 109 229 0 2 133 577 0 0 0 0 6 88 0 0 8:30 AM 0 6 3 0 0 0 3 78 254 0 0 141 565 0 0 0 0 4 71 5 0 8:45 AM 0 7 3 0 0 0 2 65 292 1 1 131 565 0 0 0 1 4 56 3 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2
Lights 22 15 15 0 0 0 12 2 0 0 370 1,016 17 4 485 294 2,252 Mediums 0 0 0 0 0 0 0 0 0 0 8 23 0 0 13 4 48
Total 12 2 0 0 378 1,040 17 4 499 298 22 15 15 0 0 0 2,302

ITEM NO. 1.

KNOWLES DR KNOWLES DR WINCHESTER BOULEVARD WINCHESTER BOULEVARD (303) 216-2439
www.alltrafficdata.net
Location: 3 WINCHESTER BOULEVARD & KNOWLES DR AM
Date: Tuesday, March 5, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
761 807
94 222
744 1,070
579
731

0.94 N
S
W E

0.92 0.65

0.93 0.91
(1,281) (1,300)
(161)
(373)
(1,181)
(890)
(1,274) (1,796) 294525
17 26
51 256
33 290
0 0 437
0411 495 164

KNOWLES DR KNOWLES DR WINCHESTER BOULEVAR
D

WINCHESTER BOULEVAR
D
1 0
5 1 N
S
W E 0 0
1 4
0 1 0 1
0 0
00 0
0 0
0 0
13 0
0 0
1 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 42 57 0 2 70 0 31 0 0 10 1 282 0 0 1 0 27 2 21 19 1,674 7:15 AM 0 53 60 0 1 83 0 29 5 0 6 4 363 0 0 0 0 43 5 31 43 2,043 7:30 AM 0 64 82 0 3 86 0 45 5 0 11 2 436 0 0 0 0 65 4 24 45 2,348 7:45 AM 0 110 96 0 6 106 0 64 5 0 8 10 593 0 0 2 0 63 6 35 84 2,504 8:00 AM 0 101 130 0 6 114 0 80 8 0 13 5 651 0 0 0 0 71 3 34 86 2,454 8:15 AM 0 111 140 1 6 108 0 89 12 0 5 3 668 0 0 1 0 58 5 51 79 8:30 AM 0 89 129 4 7 109 0 57 8 0 25 8 592 1 0 2 1 64 3 44 45 8:45 AM 0 113 132 0 7 98 0 43 5 0 18 1 543 0 0 1 0 13 3 47 63 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 4
Lights 402 481 164 25 428 286 0 0 0 5 284 33 250 49 26 14 2,447 Mediums 8 14 0 0 9 8 0 0 0 0 5 0 6 2 0 1 53
Total 0 0 0 5 290 33 256 51 26 17 411 495 164 25 437 294 2,504

ITEM NO. 1.

WHITE OAKS AVE WHITE OAKS AVE BASCOM AVE BASCOM AVE
(303) 216-2439
www.alltrafficdata.net
Location: 4 BASCOM AVE & WHITE OAKS AVE AM
Date: Tuesday, March 5, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
838 735
253
125
1,024 756
168
131

0.86 N
S
W E

0.87 0.73

0.85 0.87
(1,491) (1,167)
(400)
(188)
(210)
(264)
(1,799) (1,209) 36917
65 39
134
106
24 38
15 0 776
856623 69 WHITE OAKS AVE WHITE OAKS AVE BASCOM AVE

BASCOM AVE
8 4
7 2 N
S
W E 3 1
3 4
2 6 1 1
0 0
10 0
1 2
0 0
00 1
0 0
0 2 N
S
W E
0 0
0 1 0 0
1 1
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 6 47 0 2 133 0 3 1 2 11 2 233 0 0 0 0 17 2 2 5 1,361 7:15 AM 0 7 85 0 3 110 0 4 0 3 20 8 273 1 0 0 1 12 9 5 7 1,641 7:30 AM 0 8 96 3 1 172 0 3 1 1 24 3 376 2 0 0 3 35 10 13 6 1,953 7:45 AM 2 17 125 1 2 223 0 10 5 0 24 4 479 0 3 4 0 28 14 13 11 2,015 8:00 AM 2 10 147 4 5 176 0 20 4 5 49 16 513 0 0 0 0 26 20 19 10 2,003 8:15 AM 2 12 193 2 9 229 0 5 9 9 36 9 585 0 0 1 2 27 12 24 7 8:30 AM 2 17 158 2 1 148 0 3 6 1 25 10 438 2 1 2 6 25 19 13 8 8:45 AM 1 12 155 4 6 190 0 4 1 6 35 4 467 1 0 0 4 15 7 16 11 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Lights 55 607 69 17 758 36 0 15 8 9 38 24 105 133 39 65 1,978 Mediums 1 13 0 0 18 0 0 0 0 0 0 0 1 1 0 0 34
Total 0 15 8 9 38 24 106 134 39 65 56 623 69 17 776 36 2,015

ITEM NO. 1.

LARK AVE LARK AVE WINCHESTER BLVD WINCHESTER BLVD
(303) 216-2439
www.alltrafficdata.net
Location: 1 WINCHESTER BLVD & LARK AVE PM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
1,028 964
902
828
560 422
0 0

0.96 N
S
W E

0.94 0.95

0.94 0.00
(1,951) (1,875)
(1,722)
(1,621)
()
()
(1,020) (843)
01 689
680
0 222
0 0
0 0
0 338
00283 139

LARK AVE LARK AVE WINCHESTER BLVD WINCHESTER BLVD
1 0
0 4 N
S
W E 0 0
0 0
1 0 2 2
0 0
01 0
0 0
4 0
11 0
0 0
0 3 N
S
W E
0 0
0 0 0 0
2 1
1 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 0 62 0 181 74 0 0 0 0 52 0 599 1 1 0 1 0 186 44 0 2,296 4:15 PM 0 0 74 0 166 63 0 0 0 0 37 0 549 0 0 0 1 0 164 45 0 2,309 4:30 PM 0 0 64 0 139 87 0 0 0 0 55 0 542 0 0 0 0 0 152 45 0 2,352 4:45 PM 0 0 70 0 193 75 0 0 0 0 62 0 606 2 0 0 1 0 175 31 0 2,323 5:00 PM 0 0 76 1 180 92 0 0 0 0 53 0 612 1 0 0 0 0 168 42 0 2,220 5:15 PM 0 0 73 0 177 84 0 0 0 0 52 0 592 1 0 0 0 0 185 21 0 5:30 PM 0 0 72 0 126 75 0 0 0 0 46 0 513 1 0 0 1 0 156 38 0 5:45 PM 0 0 56 0 163 75 0 0 0 0 38 0 503 1 0 0 0 0 141 30 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights 0 276 135 685 334 0 0 0 0 1 0 0 0 221 0 679 2,331 Mediums 0 7 4 4 4 0 0 0 0 0 0 0 0 1 0 1 21
Total 0 0 0 1 0 0 0 222 0 680 0 283 139 689 338 0 2,352

ITEM NO. 1.

LARK AVE LARK AVE UNIVERSITY AVE UNIVERSITY AVE
(303) 216-2439
www.alltrafficdata.net
Location: 2 UNIVERSITY AVE & LARK AVE PM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
16 8
872
964
262 413
837
904

0.93 N
S
W E

0.53 0.87

0.79 0.95
(24) (13)
(1,706)
(1,851)
(1,724)
(1,632)
(502) (728)
0013
5 729
138
121
712
2 0
2 3
01731239

LARK AVE LARK AVE UNIVERSITY AVE

UNIVERSITY AVE
0 1
2 0 N
S
W E 0 1
1 1
0 0 0 0
0 0
00 0
0 4
0 0
01 0
0 1
1 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 37 1 0 2 0 0 0 201 0 49 201 571 0 0 0 0 21 2 56 1 2,100 4:15 PM 0 37 0 0 2 1 0 0 196 0 41 162 495 0 0 1 0 18 1 36 1 2,102 4:30 PM 0 45 1 0 4 0 0 1 164 0 20 165 476 0 0 2 0 23 1 52 0 2,138 4:45 PM 0 37 0 0 1 0 1 1 179 0 54 203 558 0 0 0 0 41 3 38 0 2,094 5:00 PM 0 43 0 0 6 2 1 0 194 0 28 181 573 0 0 0 0 29 1 88 0 1,990 5:15 PM 0 48 0 0 2 1 0 0 175 0 36 180 531 0 1 0 0 28 0 61 0 5:30 PM 0 35 1 0 1 0 0 0 144 1 39 165 432 0 0 0 0 18 0 28 0 5:45 PM 0 38 0 0 0 0 0 0 174 0 30 143 454 0 0 1 0 23 0 46 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights 173 1 235 13 3 0 2 0 0 0 1 706 120 138 727 5 2,124 Mediums 0 0 4 0 0 0 0 0 0 0 1 6 1 0 2 0 14
Total 2 0 0 0 2 712 121 138 729 5 173 1 239 13 3 0 2,138

ITEM NO. 1.

LARK AVE LARK AVE SR-17 SB RAMPS SR-17 SB RAMPS
(303) 216-2439
www.alltrafficdata.net
Location: 5 SR-17 SB RAMPS & LARK AVE PM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
1,337 187
660
1,859
45 51
1,044
1,001

0.91 N
S
W E

0.90 0.90

0.70 0.82
(2,583) (356)
(1,243)
(3,595)
(1,915)
(2,037)
(81) (84) 4680 850
103
523
20 6
961
77 14
0 19
010734
LARK AVE LARK AVE SR-17 SB RAMPS
SR-17 SB RAMPS
0 0
12 0 N
S
W E 0 0
5 7
0 0 0 0
1 1
00 0
0 0
0 0
00 0
0 5
0 0 N
S
W E
0 1
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 1 0 0 166 4 0 18 271 3 3 148 791 0 0 0 0 3 31 6 137 2,957 4:15 PM 0 3 1 0 196 1 0 13 243 3 5 112 713 0 0 2 0 2 28 4 102 3,019 4:30 PM 0 0 0 0 212 4 0 17 216 1 8 118 699 0 0 5 0 2 22 8 91 3,092 4:45 PM 0 3 2 0 211 5 0 19 206 4 6 111 754 0 0 3 0 2 23 8 154 3,059 5:00 PM 0 3 3 0 217 1 0 16 300 5 3 148 853 0 0 3 0 1 28 14 114 2,990 5:15 PM 0 4 2 0 210 9 0 25 239 4 3 146 786 0 0 1 0 1 30 4 109 5:30 PM 0 1 5 0 198 3 0 19 190 2 3 106 666 0 0 0 0 1 28 7 103 5:45 PM 0 0 1 0 222 5 0 13 219 2 5 92 685 0 0 1 1 1 12 4 109 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Lights 10 7 34 842 19 468 0 14 0 0 77 951 5 19 521 103 3,070 Mediums 0 0 0 6 0 0 0 0 0 0 0 10 1 1 2 0 20
Total 0 14 0 0 77 961 6 20 523 103 10 7 34 850 19 468 3,092

ITEM NO. 1.

LARK AVE LARK AVE SR-17 NB RAMPS SR-17 NB RAMPS
(303) 216-2439
www.alltrafficdata.net
Location: 6 SR-17 NB RAMPS & LARK AVE PM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
0 886
1,183
1,698
0 181
1,887
667

0.94 N
S
W E

0.00 0.92

0.90 0.94
() (1,597)
(2,143)
(3,251)
(1,249)
(3,588)
() (366)
000
601
582
0 0
1,602
285
0 0 0
085096
LARK AVE LARK AVE SR-17 NB RAMPS
SR-17 NB RAMPS
1 4
13 0 N
S
W E 4 0
7 6
1 0 0 0
1 0
00 1
0 0
0 0
00 2
0 5
0 0 N
S
W E
0 1
1 1 1 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 27 0 0 0 0 0 86 351 0 0 143 758 0 0 3 0 0 125 26 0 3,055 4:15 PM 0 20 1 0 0 0 0 55 369 0 0 129 719 0 6 6 0 0 112 33 0 3,164 4:30 PM 0 23 0 0 0 0 0 77 379 0 0 146 823 0 1 5 0 0 175 23 0 3,251 4:45 PM 0 16 0 0 0 0 0 52 387 0 0 125 755 0 2 3 0 0 150 25 0 3,110 5:00 PM 0 19 0 0 0 0 0 91 411 0 0 161 867 0 1 5 1 0 157 28 0 3,042 5:15 PM 0 27 0 0 0 0 0 65 425 0 0 150 806 0 0 0 0 0 119 20 0 5:30 PM 0 13 0 0 0 0 0 65 330 0 0 123 682 0 0 1 0 0 123 28 0 5:45 PM 0 18 0 0 0 0 0 48 397 0 0 109 687 0 0 0 0 0 96 19 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Lights 85 0 93 0 0 0 0 0 0 0 283 1,586 0 0 579 593 3,219 Mediums 0 0 3 0 0 0 0 0 0 0 2 14 0 0 3 8 30
Total 0 0 0 0 285 1,602 0 0 582 601 85 0 96 0 0 0 3,251

ITEM NO. 1.

LARK AVE LARK AVE TURNER ST TURNER ST
(303) 216-2439
www.alltrafficdata.net
Location: 7 TURNER ST & LARK AVE PM
Date: Tuesday, November 28, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
19 35
1,167
1,668
10 15
1,683
1,171

0.96 N
S
W E

0.60 0.93

0.55 0.94
(39) (72)
(2,150)
(3,226)
(2,152)
(3,245)
(17) (33) 190
0 15
1,152
0 10
1,653
20 0
0 0
00015

LARK AVE LARK AVE TURNER ST

TURNER ST
0 0
7 0 N
S
W E 0 0
5 2
0 0 0 0
1 0
00 0
0 0
0 0
00 2
0 5
0 0 N
S
W E
1 0
2 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 0 0 0 0 0 0 5 366 0 0 264 655 0 0 1 0 2 3 10 5 2,733 4:15 PM 0 0 0 0 0 0 0 0 406 0 0 249 676 0 0 1 0 2 5 4 10 2,828 4:30 PM 0 0 0 0 0 0 0 10 389 0 0 308 718 0 0 3 0 0 6 3 2 2,884 4:45 PM 0 0 0 0 0 0 0 9 397 0 0 266 684 0 0 1 0 2 1 5 4 2,789 5:00 PM 0 0 0 0 0 0 0 1 426 0 0 307 750 0 0 3 0 2 4 2 8 2,734 5:15 PM 0 0 0 0 0 0 0 0 441 0 0 271 732 0 0 0 0 6 4 5 5 5:30 PM 0 0 0 0 0 0 0 7 363 0 0 240 623 0 0 0 0 2 7 1 3 5:45 PM 0 0 0 0 0 0 0 3 405 0 0 208 629 0 0 1 0 1 7 3 2 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Lights 0 0 15 0 0 19 0 0 0 0 18 1,636 10 0 1,141 14 2,853 Mediums 0 0 0 0 0 0 0 0 0 0 2 15 0 0 11 1 29
Total 0 0 0 0 20 1,653 10 0 1,152 15 0 0 15 0 0 19 2,884

ITEM NO. 1.

WALKER ST WALKER ST LOS GATOS BLVD LOS GATOS BLVD
(303) 216-2439
www.alltrafficdata.net
Location: 9 LOS GATOS BLVD & WALKER ST PM
Date: Thursday, May 18, 2023
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:15 PM - 05:15 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
826 1,131
0 0
833 1,130
23 15

0.91 N
S
W E

0.91 0.00

0.92 0.60
(1,516) (2,239)
()
()
(28)
(48)
(1,536) (2,239) 10110
0 0
0 11
0 12
0 0 805 17
51,1080 WALKER ST WALKER ST LOS GATOS BLVD

LOS GATOS BLVD
0 0
0 2 N
S
W E 0 0
0 0
0 0 0 2
0 0
00 0
0 0
0 0
40 0
0 0
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 9 0 281 1 0 178 0 6 0 0 0 0 480 3 0 0 0 3 0 0 2 1,915 4:15 PM 4 1 285 4 0 167 0 8 0 0 0 0 475 0 0 0 0 4 0 0 2 1,979 4:30 PM 4 0 260 3 0 210 0 1 0 0 0 0 482 1 0 0 0 2 0 0 2 1,964 4:45 PM 6 2 259 2 0 201 0 2 0 0 0 0 478 1 0 0 0 3 0 0 3 1,974 5:00 PM 3 2 304 2 0 227 0 1 0 0 0 0 544 0 0 0 0 2 0 0 3 1,888 5:15 PM 3 0 256 2 0 187 0 7 0 0 0 0 460 0 0 0 0 2 0 0 3 5:30 PM 5 1 306 3 0 169 0 2 0 0 0 0 492 0 0 0 0 2 0 0 4 5:45 PM 5 3 240 3 0 138 0 1 0 0 0 0 392 0 0 0 0 2 0 0 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Lights 4 1,097 0 0 799 10 0 0 17 11 12 0 10 0 0 0 1,960 Mediums 0 11 0 0 6 0 0 0 0 0 0 0 1 0 0 0 18
Total 0 0 17 11 12 0 11 0 0 0 5 1,108 0 0 805 10 1,979

ITEM NO. 1.

GARDEN LN GARDEN LN LOS GATOS BLVD LOS GATOS BLVD
(303) 216-2439
www.alltrafficdata.net
Location: 2 LOS GATOS BLVD & GARDEN LN PM
Date: Wednesday, April 27, 2022
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
1,444 1,226
229
217
1,314 1,079
60 55

0.95 N
S
W E

0.95 0.88

0.93 0.80
(2,745) (2,294)
(413)
(427)
(106)
(131)
(2,502) (2,040) 3856 161
164
3 62
20 6
34 0
0 1,189 4314972 50

GARDEN LN

GARDEN LN

LOS GATOS BLVD

LOS GATOS BLVD
4 8
8 5 N
S
W E
6 2
3 5
2 2
2 3
1 040
0 0
0 0
061
3 0
0 0
1 N
S
W E
1 0
2 1
0 00 1
0 0
0 0
Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 12 3 223 15 27 278 0 12 2 0 16 0 666 1 2 1 0 8 44 12 14 2,704 4:15 PM 13 3 248 8 32 272 0 8 2 0 12 3 661 0 1 1 0 5 31 14 10 2,781 4:30 PM 11 2 239 8 47 278 0 7 2 0 17 0 675 0 4 1 2 7 34 16 7 2,812 4:45 PM 10 5 238 18 31 295 0 12 2 0 23 0 702 2 1 4 1 3 42 11 12 2,741 5:00 PM 12 1 274 13 41 304 0 9 1 0 9 1 743 3 3 2 1 5 52 11 10 2,625 5:15 PM 10 6 221 17 42 312 0 6 1 0 13 2 692 0 0 1 0 5 36 12 9 5:30 PM 5 4 200 12 51 260 0 8 1 0 16 0 604 0 1 2 0 4 22 14 7 5:45 PM 6 2 190 4 42 264 0 16 1 0 13 0 586 0 1 1 0 4 27 12 5 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
Lights 14 959 50 159 1,177 37 0 0 43 56 34 6 20 62 3 163 2,783 Mediums 0 13 0 2 11 1 0 0 0 0 0 0 0 0 0 1 28
Total 0 0 43 56 34 6 20 62 3 164 14 972 50 161 1,189 38 2,812

ITEM NO. 1.

VILLAGE SQUARE DWY VILLAGE SQUARE DWY LOS GATOS BLVD LOS GATOS BLVD (303) 216-2439
www.alltrafficdata.net
Location: 3 LOS GATOS BLVD & VILLAGE SQUARE DWY PM
Date: Wednesday, April 27, 2022
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:15 PM - 05:15 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
1,203 988
127
200
1,182 1,040
0 0

0.96 N
S
W E

0.95 0.87

0.96 0.00
(2,387) (1,821)
(251)
(373)
()
()
(2,323) (1,879)
042 117
23 0
104
0 0
0 0
0 1,044 34
0923 83

VILLAGE SQUARE DWY

VILLAGE SQUARE DWY

LOS GATOS BLVD

LOS GATOS BLVD
5 1
3 0 N
S
W E
1 0
2 1
4 1
0 0
0 030
0 0
0 0
010
0 0
0 0
0 N
S
W E
0 0
0 0
0 00 0
0 0
0 0
Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 6 0 198 16 39 244 0 0 0 0 30 0 572 0 0 1 2 0 12 27 0 2,325 4:15 PM 17 0 232 11 27 244 0 0 0 0 34 0 593 0 1 1 2 0 9 19 0 2,370 4:30 PM 5 0 228 6 28 252 0 0 0 0 23 0 570 0 0 1 1 0 4 24 0 2,366 4:45 PM 4 0 217 12 25 271 0 0 0 0 29 0 590 0 0 0 1 0 9 23 0 2,300 5:00 PM 8 0 246 13 37 277 0 0 0 0 18 0 617 0 0 1 1 0 1 17 0 2,192 5:15 PM 7 0 205 14 23 288 0 0 0 0 23 0 589 0 0 1 1 0 7 22 0 5:30 PM 2 0 181 15 20 244 0 0 0 0 22 0 504 0 0 1 1 0 6 14 0 5:45 PM 7 0 156 20 14 247 0 0 0 0 21 0 482 0 0 0 1 0 3 14 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights 0 904 83 117 1,037 0 0 0 34 42 0 0 0 104 0 23 2,344 Mediums 0 19 0 0 7 0 0 0 0 0 0 0 0 0 0 0 26
Total 0 0 34 42 0 0 0 104 0 23 0 923 83 117 1,044 0 2,370

ITEM NO. 1.

LOS GATOS ALMADEN RD LOS GATOS ALMADEN RD LOS GATOS BLVD LOS GATOS BLVD (303) 216-2439
www.alltrafficdata.net
Location: 4 LOS GATOS BLVD & LOS GATOS ALMADEN RD PM
Date: Wednesday, April 27, 2022
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 04:45 PM - 05:00 PM
1,272 950
349
588
1,102 997
76 54

0.93 N
S
W E

0.95 0.85

0.94 0.95
(2,512) (1,811)
(711)
(1,120)
(123)
(134)
(2,206) (1,903) 2922 323
179
9 161
19 19
38 0
0 898 2416711 246

LOS GATOS ALMADEN RD

LOS GATOS ALMADEN RD

LOS GATOS BLVD

LOS GATOS BLVD
5 4
8 7 N
S
W E
1 3
2 6
1 4
3 4
1 021
1 0
0 1
030
3 0
0 0
3 N
S
W E
1 0
1 2
0 11 2
0 0
0 0
Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 6 3 181 8 69 227 0 3 7 0 54 3 689 1 0 0 2 6 50 66 6 2,666 4:15 PM 5 9 177 6 75 229 0 6 3 0 36 1 659 2 4 0 2 9 50 47 6 2,687 4:30 PM 6 4 175 7 67 192 0 8 5 0 41 0 595 2 1 2 1 4 30 48 8 2,694 4:45 PM 9 1 191 3 89 243 0 8 5 0 40 3 723 2 0 2 1 7 55 62 7 2,693 5:00 PM 6 5 192 7 82 242 0 8 6 0 41 3 710 1 2 2 3 5 40 64 9 2,594 5:15 PM 3 6 153 5 85 221 0 14 3 0 39 3 666 2 1 2 0 3 54 72 5 5:30 PM 5 9 129 2 72 221 0 4 0 0 41 2 594 3 1 2 2 11 38 48 12 5:45 PM 2 3 158 4 84 209 0 3 3 0 40 5 624 2 1 0 0 3 42 58 10 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
Lights 16 703 244 322 888 28 0 0 24 22 36 19 19 161 9 178 2,669 Mediums 0 8 2 1 9 1 0 0 0 0 2 0 0 0 0 1 24
Total 0 0 24 22 38 19 19 161 9 179 16 711 246 323 898 29 2,694

ITEM NO. 1.

BLOSSOM HILL RD BLOSSOM HILL RD LOS GATOS BLVD LOS GATOS BLVD (303) 216-2439
www.alltrafficdata.net
Location: 5 LOS GATOS BLVD & BLOSSOM HILL RD PM
Date: Wednesday, April 27, 2022
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:15 PM - 05:15 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
969 928
623
870
781 881
624
518

0.96 N
S
W E

0.89 0.96

0.93 0.90
(1,879) (1,749)
(1,177)
(1,705)
(1,019)
(1,206)
(1,507) (1,718) 2221 287
183
226
214
38 306
279
0 1 459 7069465 277

BLOSSOM HILL RD

BLOSSOM HILL RD

LOS GATOS BLVD

LOS GATOS BLVD
18 6
10 15
N
S
W E
1 5
5 5
8 10
4 11
10 100
0 0
2 0
000
4 1
0 0
5 N
S
W E
7 3
1 3
0 01 4
0 0
0 0
Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 18 15 119 1 79 148 0 76 91 0 60 40 807 3 2 3 5 8 44 58 50 3,096 4:15 PM 24 26 108 0 70 120 0 69 93 0 57 57 782 3 0 2 3 10 49 57 42 3,097 4:30 PM 16 13 103 0 81 87 0 59 71 0 50 58 737 5 4 4 5 10 54 75 60 3,059 4:45 PM 15 15 136 0 69 121 0 66 66 0 53 51 770 1 2 1 1 8 37 75 58 3,019 5:00 PM 15 15 118 1 67 131 1 85 76 0 54 60 808 6 0 3 9 10 43 70 62 2,884 5:15 PM 19 28 117 0 68 90 0 71 81 0 54 59 744 4 2 2 6 9 23 68 57 5:30 PM 5 17 89 0 69 100 0 65 72 0 53 56 697 1 2 2 4 11 33 73 54 5:45 PM 14 27 102 0 64 78 0 46 44 0 51 46 635 3 1 3 5 8 35 68 52 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
Lights 68 460 273 287 455 221 1 0 70 1 277 303 38 213 226 181 3,074 Mediums 1 5 4 0 4 1 0 0 0 0 2 2 0 1 0 2 22
Total 1 0 70 1 279 306 38 214 226 183 69 465 277 287 459 222 3,097

ITEM NO. 1.

WIMBLEDON DR WIMBLEDON DR WINCHESTER BLVD WINCHESTER BLVD (303) 216-2439
www.alltrafficdata.net
Location: 1 WINCHESTER BLVD & WIMBLEDON DR PM
Date: Tuesday, March 5, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
868 835
0 0
1,013 982
228
230

0.97 N
S
W E

0.93 0.00

0.93 0.83
(1,736) (1,608)
()
()
(412)
(396)
(1,970) (1,858) 610
0 0
0 0
190
0 38
0 0 807 16169 797
0 WIMBLEDON DR WIMBLEDON DR WINCHESTER BLVD WINCHESTER BLVD 3 0
0 56
N
S
W E 0 0
0 0
2 1 7 49
0 1
40 0
0 0
0 4
20 0
0 0
0 1 N
S
W E
0 0
0 0 0 0
0 1
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 20 199 0 0 226 0 8 0 0 0 0 497 1 0 0 5 32 0 0 12 1,952 4:15 PM 1 40 190 0 0 202 0 8 0 0 0 0 477 2 0 0 0 26 0 0 10 1,993 4:30 PM 0 37 180 0 0 190 0 8 0 0 0 0 469 2 0 0 4 36 0 0 18 2,048 4:45 PM 2 40 170 0 0 213 0 13 0 0 0 0 509 7 0 0 2 56 0 0 15 2,078 5:00 PM 5 39 220 0 0 202 0 8 0 0 0 0 538 11 0 0 0 48 0 0 16 2,038 5:15 PM 1 48 212 0 0 204 0 10 0 0 0 0 532 15 0 0 1 45 0 0 12 5:30 PM 8 42 195 0 0 188 0 7 0 0 0 0 499 23 0 0 0 41 0 0 18 5:45 PM 4 31 174 0 0 196 0 6 0 0 0 0 469 24 0 0 1 44 0 0 14 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights 169 792 0 0 800 61 0 0 16 0 38 0 190 0 0 0 2,066 Mediums 0 5 0 0 7 0 0 0 0 0 0 0 0 0 0 0 12
Total 0 0 16 0 38 0 190 0 0 0 169 797 0 0 807 61 2,078

ITEM NO. 1.

ALBRIGHT WY ALBRIGHT WY WINCHESTER BLVD WINCHESTER BLVD (303) 216-2439
www.alltrafficdata.net
Location: 2 WINCHESTER BLVD & ALBRIGHT WY PM
Date: Tuesday, March 5, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
830 858
36 15
874 937
105
161

0.95 N
S
W E

0.96 0.73

0.91 0.94
(1,646) (1,653)
(76)
(41)
(299)
(196)
(1,736) (1,811) 745
3 4
1 31
54 0
51 0
0 748 4186800 10

ALBRIGHT WY ALBRIGHT WY WINCHESTER BLVD WINCHESTER BLVD 0 1
0 4 N
S
W E 1 0
0 0
0 0 2 2
0 0
40 0
0 0
1 0
10 0
0 0
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 10 19 192 0 1 208 0 7 0 0 12 0 475 1 1 0 0 9 0 5 12 1,851 4:15 PM 7 8 205 0 2 184 0 14 0 0 9 0 469 0 0 0 0 11 0 2 27 1,877 4:30 PM 13 12 192 1 1 184 0 13 0 0 6 0 455 2 1 0 0 14 1 4 14 1,908 4:45 PM 5 28 163 1 2 201 0 14 0 0 4 0 452 0 0 0 0 14 1 1 18 1,904 5:00 PM 11 21 226 1 0 183 0 14 0 0 10 0 501 1 0 0 0 10 1 3 21 1,878 5:15 PM 12 25 219 0 2 180 0 10 0 0 11 1 500 1 0 0 0 16 1 2 21 5:30 PM 9 23 191 1 1 168 0 7 0 0 13 1 451 0 0 0 0 14 1 7 15 5:45 PM 12 16 160 1 0 179 0 16 0 0 4 0 426 0 0 0 0 13 0 8 17 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights 86 794 10 4 740 74 0 0 41 3 51 0 54 31 1 4 1,893 Mediums 0 6 0 1 8 0 0 0 0 0 0 0 0 0 0 0 15
Total 0 0 41 3 51 0 54 31 1 4 86 800 10 5 748 74 1,908

ITEM NO. 1.

WINCHESTER BLVD WINCHESTER BLVD SR 85 SB RAMP SR 85 SB RAMP (303) 216-2439
www.alltrafficdata.net
Location: 1 SR 85 SB RAMP & WINCHESTER BLVD PM
Date: Tuesday, March 19, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
340 0
709
1,176
0 0
988
861

0.92 N
S
W E

0.83 0.87

0.00 0.93
(623) ()
(1,358)
(2,199)
(1,615)
(1,833)
() () 1520 188
0 709
0 0
988
0 0
0 0
0000 WINCHESTER BLVD WINCHESTER BLVD SR 85 SB RAMP
SR 85 SB RAMP
5 0
1 0 N
S
W E 0 0
0 1
4 1 0 0
0 0
00 0
0 4
0 0
00 0
0 2
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 0 0 0 46 0 0 0 213 1 0 161 442 0 0 0 1 0 0 0 21 1,839 4:15 PM 0 0 0 0 41 0 0 0 224 0 0 165 457 0 0 0 1 0 0 0 27 1,949 4:30 PM 0 0 0 0 39 0 0 0 218 0 0 181 469 0 0 0 0 0 0 0 31 2,023 4:45 PM 0 0 0 0 33 0 0 0 234 0 0 162 471 0 0 0 1 0 0 0 42 2,037 5:00 PM 0 0 0 0 55 0 0 0 261 0 0 206 552 0 0 1 2 0 0 0 30 1,975 5:15 PM 0 0 0 0 58 0 0 0 265 0 0 163 531 0 0 0 1 0 0 0 45 5:30 PM 0 0 0 0 42 0 0 0 228 0 0 178 483 0 0 0 1 0 0 0 35 5:45 PM 0 0 0 0 51 0 0 0 190 0 0 141 409 0 0 0 2 0 0 0 27 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights 0 0 0 180 0 151 0 0 0 0 0 980 0 0 703 0 2,014
Mediums 0 0 0 8 0 1 0 0 0 0 0 8 0 0 6 0 23
Total 0 0 0 0 0 988 0 0 709 0 0 0 0 188 0 152 2,037

ITEM NO. 1.

WINCHESTER BLVD WINCHESTER BLVD SR 85 NB RAMP SR 85 NB RAMP (303) 216-2439
www.alltrafficdata.net
Location: 2 SR 85 NB RAMP & WINCHESTER BLVD PM
Date: Tuesday, March 19, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
0 595
989
864
42 54
1,169
711

0.94 N
S
W E

0.00 0.93

0.84 0.92
() (1,091)
(1,872)
(1,627)
(1,358)
(2,199)
(81) (86)
000
297
682
9 33
853
275
1 8 0
0212310 WINCHESTER BLVD WINCHESTER BLVD SR 85 NB RAMP
SR 85 NB RAMP
6 3
0 0 N
S
W E 3 0
0 0
5 1 0 0
0 0
00 0
0 4
0 0
00 0
0 2
0 0 N
S
W E
0 0
0 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 2 2 0 0 0 2 54 195 0 3 171 498 0 1 0 1 8 58 3 0 1,998 4:15 PM 0 4 1 0 0 0 1 57 202 1 2 161 495 0 0 0 1 6 58 2 0 2,089 4:30 PM 0 3 4 0 0 0 4 70 172 2 2 160 496 0 0 0 0 10 69 0 0 2,161 4:45 PM 0 6 2 0 0 0 0 50 212 0 1 156 509 0 0 0 1 6 72 4 0 2,212 5:00 PM 0 6 3 0 0 0 4 79 217 0 1 200 589 0 2 0 3 9 66 4 0 2,159 5:15 PM 0 5 11 0 0 0 4 76 231 0 2 150 567 0 0 0 1 7 81 0 0 5:30 PM 0 4 7 0 0 0 0 70 193 1 5 176 547 0 1 0 1 11 78 2 0 5:45 PM 0 4 2 0 0 0 3 59 180 1 1 132 456 0 2 0 2 7 62 5 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights 21 23 10 0 0 0 8 1 0 0 272 841 33 9 676 296 2,190 Mediums 0 0 0 0 0 0 0 0 0 0 3 12 0 0 6 1 22
Total 8 1 0 0 275 853 33 9 682 297 21 23 10 0 0 0 2,212

ITEM NO. 1.

KNOWLES DR KNOWLES DR WINCHESTER BOULEVARD WINCHESTER BOULEVARD (303) 216-2439
www.alltrafficdata.net
Location: 3 WINCHESTER BOULEVARD & KNOWLES DR PM
Date: Tuesday, March 5, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:15 PM - 05:15 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
701 793
166
77 967 841
616
487

0.94 N
S
W E

0.92 0.86

0.94 0.96
(1,312) (1,546)
(329)
(148)
(934)
(1,149)
(1,839) (1,677) 1501420
36 22
108
342
16 258
0 0 517
0315 479 47

KNOWLES DR KNOWLES DR WINCHESTER BOULEVAR
D

WINCHESTER BOULEVAR
D
0 0
2 0 N
S
W E 0 0
2 0
0 0 0 0
0 0
10 0
0 0
1 0
00 1
0 2
0 0 N
S
W E
0 0
1 0 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 72 137 1 3 148 0 69 4 0 23 2 589 0 0 0 0 73 7 11 39 2,292 4:15 PM 0 89 118 2 2 128 0 58 8 0 19 5 577 0 0 1 0 81 10 13 44 2,324 4:30 PM 0 73 120 8 5 120 0 66 2 0 27 8 582 0 0 0 0 87 10 14 42 2,312 4:45 PM 0 82 109 2 6 122 0 59 2 0 28 2 544 0 0 0 0 92 3 6 31 2,250 5:00 PM 0 71 132 8 1 147 0 75 4 0 34 7 621 0 0 1 0 82 13 14 33 2,175 5:15 PM 0 90 124 8 5 111 0 54 3 0 35 4 565 0 0 1 0 87 9 10 25 5:30 PM 0 79 106 1 5 99 0 60 8 0 25 11 520 0 0 1 0 78 13 7 28 5:45 PM 0 63 127 0 3 105 0 31 2 0 24 4 469 0 0 0 0 64 6 10 30 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights 311 474 46 14 508 148 0 0 0 20 255 16 339 105 20 36 2,292 Mediums 4 5 1 0 9 2 0 0 0 0 3 0 3 3 2 0 32
Total 0 0 0 20 258 16 342 108 22 36 315 479 47 14 517 150 2,324

ITEM NO. 1.

WHITE OAKS AVE WHITE OAKS AVE BASCOM AVE BASCOM AVE
(303) 216-2439
www.alltrafficdata.net
Location: 4 BASCOM AVE & WHITE OAKS AVE PM
Date: Tuesday, March 5, 2024
Peak Rolling Hour Flow Rates
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.

Peak Hour: 04:00 PM - 05:00 PM
Peak 15-Minutes: 04:15 PM - 04:30 PM
611 1,006
105
167
724 1,096
175
90 0.98
N
S
W E

0.96 0.80

0.95 0.91
(1,158) (1,896)
(217)
(314)
(184)
(341)
(1,402) (2,080) 27834
28 8
69 107
34 34
0 0 542
655936 99 WHITE OAKS AVE WHITE OAKS AVE BASCOM AVE

BASCOM AVE
7 1
11 5 N
S
W E 1 0
9 2
5 2 3 2
0 0
00 0
0 4
0 0
00 3
0 4
0 0 N
S
W E
0 0
0 3 0 0
0 0
0 0 0
0 Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 12 240 3 11 129 0 8 8 0 13 2 488 1 0 2 1 30 6 20 6 1,987 4:15 PM 2 17 234 2 7 141 0 6 9 0 22 3 505 0 1 1 1 27 7 21 7 1,982 4:30 PM 1 14 229 2 7 131 0 12 10 0 16 3 495 1 0 8 0 27 7 31 5 1,987 4:45 PM 3 12 233 1 9 141 0 8 7 0 18 0 499 3 0 0 5 23 8 27 9 1,953 5:00 PM 2 16 221 1 7 135 0 6 8 0 17 3 483 0 1 2 3 35 4 18 10 1,809 5:15 PM 0 18 239 2 7 129 0 6 6 0 19 3 510 4 0 1 0 28 14 33 6 5:30 PM 1 14 218 1 8 117 0 6 5 0 18 5 461 0 0 2 0 29 6 27 6 5:45 PM 0 7 152 2 5 108 0 8 5 0 16 3 355 0 0 0 0 24 4 18 3 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Lights 54 927 98 34 536 27 0 0 6 8 34 33 107 69 8 27 1,968 Mediums 1 9 1 0 6 0 0 0 0 0 0 1 0 0 0 1 19
Total 0 0 6 8 34 34 107 69 8 28 55 936 99 34 542 27 1,987

ITEM NO. 1.
.

Appendix C
Volume Summary Sheet

ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 1
Traffix Node Number: 1
Intersection Name: Winchester Boulevard & Lark Avenue
Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 0 247 391 1044 0 161 166 344 0 0 0 0 2353 Approved Project Trips
1700 Dell Avenue (Campbell) 0 3 4 38 0 0 0 15 0 0 0 0 60 16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 0 15 4 0 1 4 0 0 0 0 0 24 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 0 8 8 0 1 1 0 0 0 0 0 18
15475 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15860 Winchester Boulevard 0 5 0 0 0 0 0 3 0 0 0 0 8
15600-15659 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Approved Trips 0 8 27 50 0 2 5 18 0 0 0 0 110
Background Conditions 0 255 418 1094 0 163 171 362 0 0 0 0 2463 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 0 9 2 0 3 14 0 0 0 0 0 28 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
14849 Los Gatos Boulevard 0 0 4 6 0 0 0 0 0 0 0 0 10
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 15349-15376 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase II Undeveloped Sites 0 0 1 4 0 0 0 0 0 0 0 0 5 Total Approved Trips 0 0 14 12 0 3 14 0 0 0 0 0 43
Cumulative Conditions 0 255 432 1106 0 166 185 362 0 0 0 0 2506 Project Trips (Existing & Background) 0 0 9 20 0 6 3 0 0 0 0 0 38 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 0 9 20 0 6 3 0 0 0 0 0 38
Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 0 247 400 1064 0 167 169 344 0 0 0 0 2391 Background + Project 0 255 427 1114 0 169 174 362 0 0 0 0 2501 Cumulative + Project 0 255 441 1126 0 172 188 362 0 0 0 0 2544 Intersection Number: 2
Traffix Node Number: 2
Intersection Name: University Avenue & Lark Avenue
Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 3 0 2 8 1028 220 101 0 168 105 443 3 2081 Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 38 0 0 0 0 0 4 0 42 16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 0 0 0 5 0 0 0 0 0 19 0 24 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 0 0 0 8 0 0 0 0 0 9 0 17
15475 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15860 Winchester Boulevard 0 0 0 0 0 2 1 0 0 0 0 0 3
15600-15659 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Approved Trips 0 0 0 0 51 2 1 0 0 0 32 0 86
Background Conditions 3 0 2 8 1079 222 102 0 168 105 475 3 2167 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 0 0 0 5 0 0 0 0 0 23 0 28 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
14849 Los Gatos Boulevard 0 0 0 0 6 0 0 0 0 0 4 0 10
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 15349-15376 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase II Undeveloped Sites 0 0 0 0 4 0 0 0 0 0 1 0 5 Total Approved Trips 0 0 0 0 15 0 0 0 0 0 28 0 43
Cumulative Conditions 3 0 2 8 1094 222 102 0 168 105 503 3 2210 Project Trips (Existing & Background) 0 0 0 0 26 0 0 0 0 0 12 0 38 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 0 0 0 26 0 0 0 0 0 12 0 38 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 3 0 2 8 1054 220 101 0 168 105 455 3 2119 Background + Project 3 0 2 8 1105 222 102 0 168 105 487 3 2205 Cumulative + Project 3 0 2 8 1120 222 102 0 168 105 515 3 2248 Movements
04/01/24
11/28/23
Movements
04/01/24
11/28/23
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 594
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 3
Traffix Node Number: 3
Intersection Name: SR 17 SB Ramps & Lark Avenue
Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 658 22 668 98 771 28 35 13 15 5 606 84 3003 Approved Project Trips
1700 Dell Avenue (Campbell) 16 0 0 0 22 0 0 0 0 0 2 2 42 16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 0 31 5 5 0 0 0 0 0 19 0 60 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 0 10 6 8 0 0 0 0 0 9 0 33
15475 Los Gatos Boulevard 0 0 2 2 0 0 0 0 0 0 0 0 4
15860 Winchester Boulevard 2 0 0 0 0 0 0 0 0 0 0 1 3
15600-15659 Los Gatos Boulevard 0 0 9 0 0 0 0 0 0 0 0 0 9 Total Approved Trips 18 0 52 13 35 0 0 0 0 0 30 3 151
Background Conditions 676 22 720 111 806 28 35 13 15 5 636 87 3154 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 0 36 4 5 0 0 0 0 0 23 0 68 14926 Los Gatos Boulevard 0 0 0 1 0 0 0 0 0 0 0 0 1
14849 Los Gatos Boulevard 0 0 5 4 6 0 0 0 0 0 4 0 19
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 5 9 0 0 0 0 0 0 0 0 14 15349-15376 Los Gatos Boulevard 0 0 1 3 0 0 0 0 0 0 0 0 4 North 40 Phase II Undeveloped Sites 0 0 1 3 4 0 0 0 0 0 1 0 9 Total Approved Trips 0 0 48 24 15 0 0 0 0 0 28 0 115
Cumulative Conditions 676 22 768 135 821 28 35 13 15 5 664 87 3269 Project Trips (Existing & Background) 0 0 10 11 26 0 0 0 0 0 12 0 59 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 0 10 11 26 0 0 0 0 0 12 0 59 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 658 22 678 109 797 28 35 13 15 5 618 84 3062 Background + Project 676 22 730 122 832 28 35 13 15 5 648 87 3213 Cumulative + Project 676 22 778 146 847 28 35 13 15 5 676 87 3328 Intersection Number: 4
Traffix Node Number: 4
Intersection Name: SR 17 NB Ramps & Lark Avenue
Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 0 0 0 727 741 0 198 0 148 0 1133 192 3139 Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 9 0 0 0 13 0 2 0 24 16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 0 0 9 10 0 20 0 0 0 50 0 89 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 0 0 9 14 0 6 0 0 0 19 0 48
15475 Los Gatos Boulevard 0 0 0 2 2 0 2 0 0 0 2 0 8
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 0 0 7 0 0 0 0 0 0 9 0 16 Total Approved Trips 0 0 0 27 35 0 28 0 13 0 82 0 185
Background Conditions 0 0 0 754 776 0 226 0 161 0 1215 192 3324 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 0 0 9 10 0 18 0 0 0 59 0 96 14926 Los Gatos Boulevard 0 0 0 1 1 0 1 0 0 0 0 0 3
14849 Los Gatos Boulevard 0 0 0 7 11 0 3 0 0 0 9 0 30
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 9 9 0 5 0 0 0 5 0 28 15349-15376 Los Gatos Boulevard 0 0 0 3 3 0 1 0 0 0 1 0 8 North 40 Phase II Undeveloped Sites 0 0 0 4 7 0 1 0 0 0 3 0 15 Total Approved Trips 0 0 0 33 41 0 29 0 0 0 77 0 180
Cumulative Conditions 0 0 0 787 817 0 255 0 161 0 1292 192 3504 Project Trips (Existing & Background) 0 0 0 24 37 0 5 0 0 0 22 0 88 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 0 0 24 37 0 5 0 0 0 22 0 88 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 0 0 0 751 778 0 203 0 148 0 1155 192 3227 Background + Project 0 0 0 778 813 0 231 0 161 0 1237 192 3412 Cumulative + Project 0 0 0 811 854 0 260 0 161 0 1314 192 3592 04/01/24
11/28/23
Movements
04/01/24
11/28/23
Movements
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 595
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 5
Traffix Node Number: 5
Intersection Name: Highland Oaks Drive/Turner Street & Lark Avenue Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 37 0 0 12 1432 0 20 0 0 16 1295 31 2843 Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0
16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 0 0 0 19 0 0 0 0 0 70 0 89 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 8 0 0 3 15 0 0 0 0 0 20 4 50
15475 Los Gatos Boulevard 0 0 0 0 3 0 0 0 0 0 3 0 6
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 0 0 0 7 0 0 0 0 0 9 0 16 Total Approved Trips 8 0 0 3 44 0 0 0 0 0 102 4 161
Background Conditions 45 0 0 15 1476 0 20 0 0 16 1397 35 3004 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 0 0 0 19 0 0 0 0 0 77 0 96 14926 Los Gatos Boulevard 0 0 0 0 2 0 0 0 0 0 1 0 3
14849 Los Gatos Boulevard 0 0 0 0 17 0 0 0 0 0 12 0 29
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 19 0 0 0 0 0 10 0 29 15349-15376 Los Gatos Boulevard 0 0 0 0 5 0 0 0 0 0 2 0 7 North 40 Phase II Undeveloped Sites 0 0 0 0 11 0 0 0 0 0 4 0 15 Total Approved Trips 0 0 0 0 73 0 0 0 0 0 106 0 179
Cumulative Conditions 45 0 0 15 1549 0 20 0 0 16 1503 35 3183 Project Trips (Existing & Background) 0 0 0 0 61 0 0 0 0 0 27 0 88 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 0 0 0 61 0 0 0 0 0 27 0 88 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 37 0 0 12 1493 0 20 0 0 16 1322 31 2931 Background + Project 45 0 0 15 1537 0 20 0 0 16 1424 35 3092 Cumulative + Project 45 0 0 15 1610 0 20 0 0 16 1530 35 3271 Intersection Number: 6
Traffix Node Number: 6
Intersection Name: Bascom Avenue & SR 85 NB Ramps
Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 280 693 0 157 0 241 0 467 280 0 0 0 2118 Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 0 5 0 0 0 0 0 0 5
16160 E Mozart Avenue (Campbell) 1 2 0 0 0 0 0 2 0 0 0 0 5 Samaritian Medical Expansion (SJ ATI) 0 56 0 0 0 73 0 15 20 0 0 0 164 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 4 0 0 0 10 0 4 9 0 0 0 27
15475 Los Gatos Boulevard 0 0 0 0 0 2 0 0 2 0 0 0 4
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 1 0 0 0 6 0 1 4 0 0 0 12 Total Approved Trips 1 63 0 0 0 96 0 22 35 0 0 0 217
Background Conditions 281 756 0 157 0 337 0 489 315 0 0 0 2335 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 54 0 0 0 68 0 13 16 0 0 0 151 14926 Los Gatos Boulevard 0 0 0 0 0 1 0 1 1 0 0 0 3
14849 Los Gatos Boulevard 0 2 0 0 0 5 0 3 7 0 0 0 17
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 0 5 0 0 9 0 0 0 14 15349-15376 Los Gatos Boulevard 0 0 0 0 0 1 0 0 3 0 0 0 4 North 40 Phase II Undeveloped Sites 0 1 0 0 0 1 0 2 4 0 0 0 8 Total Approved Trips 0 57 0 0 0 81 0 19 40 0 0 0 197
Cumulative Conditions 281 813 0 157 0 418 0 508 355 0 0 0 2532 Project Trips (Existing & Background) 0 5 0 0 0 10 0 11 24 0 0 0 50 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 5 0 0 0 10 0 11 24 0 0 0 50 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 280 698 0 157 0 251 0 478 304 0 0 0 2168 Background + Project 281 761 0 157 0 347 0 500 339 0 0 0 2385 Cumulative + Project 281 818 0 157 0 428 0 519 379 0 0 0 2582 04/01/24
11/28/23
Movements
05/18/23
Movements
04/01/24
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 596
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 7
Traffix Node Number: 7
Intersection Name: Los Gatos Boulevard/Bascom Avenue & SR 85 SB Ramps Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 0 752 145 0 0 0 274 642 0 201 0 112 2126 Approved Project Trips
1700 Dell Avenue (Campbell) 0 5 0 0 0 0 1 0 0 0 0 0 6
16160 E Mozart Avenue (Campbell) 0 0 2 0 0 0 0 0 0 0 0 0 2 Samaritian Medical Expansion (SJ ATI) 0 129 0 0 0 0 20 35 0 73 0 0 257 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 15 0 0 0 0 9 13 0 10 0 0 47
15475 Los Gatos Boulevard 0 2 0 0 0 0 2 2 0 2 0 0 8
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 7 0 0 0 0 4 5 0 7 0 0 23 Total Approved Trips 0 158 2 0 0 0 36 55 0 92 0 0 343
Background Conditions 0 910 147 0 0 0 310 697 0 293 0 112 2469 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 122 0 0 0 0 16 29 0 68 0 0 235 14926 Los Gatos Boulevard 0 1 0 0 0 0 1 2 0 1 0 0 5
14849 Los Gatos Boulevard 0 7 0 0 0 0 7 10 0 5 0 0 29
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 5 0 0 0 0 9 9 0 5 0 0 28 15349-15376 Los Gatos Boulevard 0 1 0 0 0 0 3 3 0 1 0 0 8 North 40 Phase II Undeveloped Sites 0 2 0 0 0 0 5 6 0 1 0 0 14 Total Approved Trips 0 138 0 0 0 0 41 59 0 81 0 0 319
Cumulative Conditions 0 1048 147 0 0 0 351 756 0 374 0 112 2788 Project Trips (Existing & Background) 0 15 0 0 0 0 26 35 0 10 0 0 86 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 15 0 0 0 0 26 35 0 10 0 0 86 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 0 767 145 0 0 0 300 677 0 211 0 112 2212 Background + Project 0 925 147 0 0 0 336 732 0 303 0 112 2555 Cumulative + Project 0 1063 147 0 0 0 377 791 0 384 0 112 2874 Intersection Number: 8
Traffix Node Number: 8
Intersection Name: Los Gatos Boulevard & Samaritan Drive/Burton Road Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 14 501 417 288 24 178 215 595 35 26 33 31 2357 Approved Project Trips
1700 Dell Avenue (Campbell) 0 5 0 0 0 0 0 1 0 0 0 0 6
16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 0 203 55 0 24 87 0 0 0 0 0 369 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 24 0 0 0 1 1 22 0 0 0 0 48
15475 Los Gatos Boulevard 0 3 0 0 0 0 0 3 0 0 0 0 6
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 14 0 0 0 0 0 9 0 0 0 0 23 Total Approved Trips 0 46 203 55 0 25 88 35 0 0 0 0 452 Background Conditions 14 547 620 343 24 203 303 630 35 26 33 31 2809 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 0 190 46 0 23 95 0 0 0 0 0 354 14926 Los Gatos Boulevard 0 2 0 0 0 0 0 3 0 0 0 0 5
14849 Los Gatos Boulevard 0 12 0 0 0 1 0 8 19 0 0 8 48
North 40 Phase I Adjustment (approved, future network) 4 -4 0 0 1 -1 0 -4 0 0 0 4 0 North 40 Phase I Adjustment (occupied, future network) 2 -2 0 0 1 -1 -1 -5 0 0 1 5 0 15300-15330 Los Gatos Boulevard 0 10 0 0 0 0 0 19 0 0 0 0 29 15349-15376 Los Gatos Boulevard 0 2 0 0 0 0 0 5 0 0 0 0 7 North 40 Phase II Undeveloped Sites 3 0 0 0 0 0 0 0 5 17 1 11 37 Total Approved Trips 9 20 190 46 2 22 94 26 24 17 2 28 480 Cumulative Conditions 23 567 810 389 26 225 397 656 59 43 35 59 3289 Project Trips (Existing & Background) 0 25 0 0 0 1 3 61 20 0 0 0 110 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 -1 2 0 0 0 1 Project Trips (Cumulative) 5 20 0 0 0 1 0 15 20 0 3 46 110 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 -2 2 0 0 1 1
Existing + Project 14 526 417 288 24 179 218 655 57 26 33 31 2468 Background + Project 14 572 620 343 24 204 306 690 57 26 33 31 2920 Cumulative + Project 28 587 810 389 26 226 397 669 81 43 38 106 3400 Movements
04/01/24
05/18/23
Movements
04/01/24
05/18/23
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 597
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 9
Traffix Node Number: 9
Intersection Name: Los Gatos Boulevard & Walker Street
Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 11 645 11 0 0 0 0 836 39 25 0 14 1581 Approved Project Trips
1700 Dell Avenue (Campbell) 0 5 0 0 0 0 0 1 0 0 0 0 6
16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 24 0 0 0 0 0 87 0 0 0 0 111 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 26 0 0 0 0 0 0 0 31 27 0 23 107
15475 Los Gatos Boulevard 0 3 0 0 0 0 0 3 0 0 0 0 6
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 14 0 0 0 0 0 9 0 0 0 0 23 Total Approved Trips 26 46 0 0 0 0 0 100 31 27 0 23 253 Background Conditions 37 691 11 0 0 0 0 936 70 52 0 37 1834 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 23 0 0 0 0 0 95 0 0 0 0 118 14926 Los Gatos Boulevard 0 3 0 0 0 0 0 2 0 0 0 0 5
14849 Los Gatos Boulevard 0 26 9 0 0 0 0 19 0 0 0 0 54
North 40 Phase I Adjustment (approved, future network) -5 0 0 0 0 0 0 0 0 0 0 -4 -9 North 40 Phase I Adjustment (occupied, future network) -3 0 0 0 0 0 0 0 0 0 0 -6 -9 15300-15330 Los Gatos Boulevard 0 10 0 0 0 0 0 19 0 0 0 0 29 15349-15376 Los Gatos Boulevard 0 2 0 0 0 0 0 5 0 0 0 0 7 North 40 Phase II Undeveloped Sites 0 17 0 0 0 0 0 5 0 0 0 0 22 Total Approved Trips -8 81 9 0 0 0 0 145 0 0 0 -10 217
Cumulative Conditions 29 772 20 0 0 0 0 1081 70 52 0 27 2051 Project Trips (Existing & Background) 0 78 52 0 0 0 0 20 20 17 0 12 199 Pass-By Trips (Existing & Background) 0 -1 1 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 78 3 0 0 0 0 20 20 17 0 12 150 Pass-By Trips (Cumulative) 0 -1 0 0 0 0 0 0 0 0 0 0 -1
Existing + Project 11 722 64 0 0 0 0 856 59 42 0 26 1780 Background + Project 37 768 64 0 0 0 0 956 90 69 0 49 2033 Cumulative + Project 29 849 23 0 0 0 0 1101 90 69 0 39 2200 Intersection Number: 10
Traffix Node Number: 10
Intersection Name: Los Gatos Boulevard & Lark Avenue
Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 346 368 28 9 26 19 8 397 1041 841 25 443 3551 Approved Project Trips
1700 Dell Avenue (Campbell) 5 0 0 0 0 0 0 0 4 1 0 1 11
16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 19 5 0 0 0 0 0 17 0 0 0 70 111 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 15 12 0 0 0 0 0 11 3 0 0 20 61
15475 Los Gatos Boulevard 0 3 0 0 0 0 0 3 3 3 0 0 12
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 14 0 0 0 0 0 9 7 10 0 0 40 Total Approved Trips 39 34 0 0 0 0 0 40 17 14 0 91 235
Background Conditions 385 402 28 9 26 19 8 437 1058 855 25 534 3786 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 19 4 0 0 0 0 0 18 0 0 0 77 118 14926 Los Gatos Boulevard 2 1 0 0 0 0 0 1 0 0 0 1 5
14849 Los Gatos Boulevard 17 9 0 0 0 0 0 7 0 0 0 12 45
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 10 0 0 0 0 0 19 23 10 0 0 62 15349-15376 Los Gatos Boulevard 0 2 0 0 0 0 0 5 5 2 0 0 14 North 40 Phase II Undeveloped Sites 11 6 0 0 0 0 0 2 0 0 0 4 23 Total Approved Trips 49 32 0 0 0 0 0 52 28 12 0 94 267
Cumulative Conditions 434 434 28 9 26 19 8 489 1086 867 25 628 4053 Project Trips (Existing & Background) 61 34 0 0 0 0 0 13 0 0 0 27 135 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 61 34 0 0 0 0 0 13 0 0 0 27 135 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 407 402 28 9 26 19 8 410 1041 841 25 470 3686 Background + Project 446 436 28 9 26 19 8 450 1058 855 25 561 3921 Cumulative + Project 495 468 28 9 26 19 8 502 1086 867 25 655 4188 04/01/24
05/18/23
Movements
Movements
04/01/24
11/28/23
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 598
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 11
Traffix Node Number: 11
Intersection Name: Los Gatos Boulevard & Gateway Drive/Garden Lane Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 20 999 131 201 5 43 18 938 27 21 6 51 2460 Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0
16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 5 0 0 0 0 0 17 0 0 0 0 22 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 10 2 0 0 2 0 12 0 0 0 0 26
15475 Los Gatos Boulevard 0 6 0 0 0 0 0 6 0 0 0 0 12
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 24 0 0 0 0 0 16 0 0 0 0 40 Total Approved Trips 0 45 2 0 0 2 0 51 0 0 0 0 100
Background Conditions 20 1044 133 201 5 45 18 989 27 21 6 51 2560 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 4 0 0 0 0 0 18 0 0 0 0 22 14926 Los Gatos Boulevard 0 1 0 0 0 0 0 0 0 0 0 0 1
14849 Los Gatos Boulevard 0 8 1 0 0 1 0 6 0 0 0 0 16
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 5 19 29 0 20 0 0 0 0 0 0 73 15349-15376 Los Gatos Boulevard 5 0 0 0 0 0 0 0 3 7 0 11 26 North 40 Phase II Undeveloped Sites 0 5 1 0 0 0 0 2 0 0 0 0 8 Total Approved Trips 5 23 21 29 0 21 0 26 3 7 0 11 146
Cumulative Conditions 25 1067 154 230 5 66 18 1015 30 28 6 62 2706 Project Trips (Existing & Background) 0 29 5 2 0 0 0 11 0 0 0 0 47 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 29 5 2 0 0 0 11 0 0 0 0 47 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 20 1028 136 203 5 43 18 949 27 21 6 51 2507 Background + Project 20 1073 138 203 5 45 18 1000 27 21 6 51 2607 Cumulative + Project 25 1096 159 232 5 66 18 1026 30 28 6 62 2753 Intersection Number: 12
Traffix Node Number: 12
Intersection Name: Los Gatos Boulevard & Village Square Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 0 904 83 4 0 10 27 950 28 0 0 0 2006 Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0
16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 5 0 0 0 0 0 17 0 0 0 0 22 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 10 0 0 0 0 0 12 0 0 0 0 22
15475 Los Gatos Boulevard 0 6 0 0 0 0 0 6 0 0 0 0 12
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 24 0 0 0 0 0 16 0 0 0 0 40 Total Approved Trips 0 45 0 0 0 0 0 51 0 0 0 0 96
Background Conditions 0 949 83 4 0 10 27 1001 28 0 0 0 2102 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 4 0 0 0 0 0 18 0 0 0 0 22 14926 Los Gatos Boulevard 0 1 0 0 0 0 0 0 0 0 0 0 1
14849 Los Gatos Boulevard 0 8 0 0 0 0 0 6 0 0 0 0 14
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 25 0 0 0 0 0 13 0 0 0 0 38 15349-15376 Los Gatos Boulevard 0 7 0 0 0 0 0 3 0 0 0 0 10 North 40 Phase II Undeveloped Sites 0 5 0 0 0 0 0 2 0 0 0 0 7 Total Approved Trips 0 50 0 0 0 0 0 42 0 0 0 0 92
Cumulative Conditions 0 999 83 4 0 10 27 1043 28 0 0 0 2194 Project Trips (Existing & Background) 0 29 0 0 0 0 0 11 0 0 0 0 40 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 29 0 0 0 0 0 11 0 0 0 0 40 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 0 933 83 4 0 10 27 961 28 0 0 0 2046 Background + Project 0 978 83 4 0 10 27 1012 28 0 0 0 2142 Cumulative + Project 0 1028 83 4 0 10 27 1054 28 0 0 0 2234 Movements
04/27/22
04/01/24
04/01/24
04/27/22
Movements
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 599
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 13
Traffix Node Number: 13
Intersection Name: Los Gatos Boulevard & Los Gatos Almaden Road/Chirco Drive Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 11 727 155 279 7 173 111 734 43 24 9 19 2292 Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0
16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 5 0 0 0 3 12 17 0 0 0 0 37 400 Blossom Hill Road 0 0 0 0 0 1 0 0 0 0 0 0 1
16212 Los Gatos Boulevard 0 0 0 0 0 1 1 0 0 0 0 0 2
North 40 Phase I 0 8 3 0 0 3 0 8 0 0 0 0 22
15475 Los Gatos Boulevard 0 3 0 0 0 0 0 3 0 0 0 0 6
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 0 24 0 0 24 0 34 0 0 0 0 82 Total Approved Trips 0 16 27 0 0 32 13 62 0 0 0 0 150
Background Conditions 11 743 182 279 7 205 124 796 43 24 9 19 2442 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 4 0 0 0 1 5 18 0 0 0 0 28 14926 Los Gatos Boulevard 0 1 1 0 0 0 0 0 0 0 0 0 2
14849 Los Gatos Boulevard 0 6 2 0 0 2 0 4 0 0 0 0 14
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 19 6 3 0 0 0 10 0 0 0 0 38 15349-15376 Los Gatos Boulevard 0 5 2 1 0 0 0 2 0 0 0 0 10 North 40 Phase II Undeveloped Sites 0 4 1 0 0 0 0 1 0 0 0 0 6 Total Approved Trips 0 39 12 4 0 3 5 35 0 0 0 0 98
Cumulative Conditions 11 782 194 283 7 208 129 831 43 24 9 19 2540 Project Trips (Existing & Background) 0 21 8 3 0 0 0 8 0 0 0 0 40 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 21 8 3 0 0 0 8 0 0 0 0 40
Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 11 748 163 282 7 173 111 742 43 24 9 19 2332 Background + Project 11 764 190 282 7 205 124 804 43 24 9 19 2482 Cumulative + Project 11 803 202 286 7 208 129 839 43 24 9 19 2580 Intersection Number: 14
Traffix Node Number: 14
Intersection Name: Los Gatos Boulevard & Blossom Hill Road Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 200 433 205 256 388 250 147 419 167 42 143 205 2855 Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0
16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 8 0 0 0 0 0 29 0 0 0 0 37 400 Blossom Hill Road 1 0 0 0 1 0 0 0 1 0 0 0 3
16212 Los Gatos Boulevard 0 1 0 0 0 1 1 1 1 1 0 0 6
North 40 Phase I 0 3 5 0 0 5 0 3 0 0 0 0 16
15475 Los Gatos Boulevard 2 0 1 1 0 0 0 0 0 0 0 2 6
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 7 9 7 10 0 0 0 14 0 0 0 10 57 Total Approved Trips 10 21 13 11 1 6 1 47 2 1 0 12 125
Background Conditions 210 454 218 267 389 256 148 466 169 43 143 217 2980 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 5 0 0 0 0 0 18 0 0 0 0 23 14926 Los Gatos Boulevard 0 0 1 0 0 0 0 0 0 0 0 0 1
14849 Los Gatos Boulevard 0 2 4 0 0 2 0 2 0 0 0 0 10
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 3 9 6 3 0 0 0 3 0 0 0 2 26 15349-15376 Los Gatos Boulevard 1 3 2 1 0 0 0 1 0 0 0 0 8 North 40 Phase II Undeveloped Sites 0 1 2 1 0 0 0 0 0 0 0 0 4 Total Approved Trips 4 20 15 5 0 2 0 24 0 0 0 2 72
Cumulative Conditions 214 474 233 272 389 258 148 490 169 43 143 219 3052 Project Trips (Existing & Background) 0 8 13 5 0 0 0 3 0 0 0 0 29 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 8 13 5 0 0 0 3 0 0 0 0 29
Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 200 441 218 261 388 250 147 422 167 42 143 205 2884 Background + Project 210 462 231 272 389 256 148 469 169 43 143 217 3009 Cumulative + Project 214 482 246 277 389 258 148 493 169 43 143 219 3081 04/27/22
Movements
04/01/24
04/27/22
Movements
04/01/24
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 600
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 15
Traffix Node Number: 15
Intersection Name: Winchester Boulevard & Wimbledon Drive Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 26 528 0 0 0 0 0 1371 124 131 0 51 2231 Approved Project Trips
1700 Dell Avenue (Campbell) 0 6 0 0 0 0 0 54 0 0 0 0 60 16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 15 0 0 0 0 0 4 0 0 0 0 19 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 7 0 0 0 0 0 6 1 1 0 0 15
15475 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15860 Winchester Boulevard 0 5 0 0 0 0 0 3 0 0 0 0 8
15600-15659 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Approved Trips 0 33 0 0 0 0 0 67 1 1 0 0 102
Background Conditions 26 561 0 0 0 0 0 1438 125 132 0 51 2333 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 9 0 0 0 0 0 2 0 0 0 0 11 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
14849 Los Gatos Boulevard 0 3 0 0 0 0 0 5 1 1 0 0 10
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 15349-15376 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase II Undeveloped Sites 0 1 0 0 0 0 0 3 1 0 0 0 5 Total Approved Trips 0 13 0 0 0 0 0 10 2 1 0 0 26
Cumulative Conditions 26 574 0 0 0 0 0 1448 127 133 0 51 2359 Project Trips (Existing & Background) 0 8 0 0 0 0 0 17 3 1 0 0 29 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 8 0 0 0 0 0 17 3 1 0 0 29
Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 26 536 0 0 0 0 0 1388 127 132 0 51 2260 Background + Project 26 569 0 0 0 0 0 1455 128 133 0 51 2362 Cumulative + Project 26 582 0 0 0 0 0 1465 130 134 0 51 2388 Intersection Number: 16
Traffix Node Number: 16
Intersection Name: Winchester Boulevard & Albright Way
Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 65 492 37 0 1 16 78 1153 77 38 1 32 1990 Approved Project Trips
1700 Dell Avenue (Campbell) 0 6 0 0 0 0 0 54 0 0 0 0 60 16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 15 0 0 0 0 0 4 0 0 0 0 19 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 7 0 0 0 0 0 6 0 0 0 0 13
15475 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15860 Winchester Boulevard 0 5 0 0 0 0 0 3 0 0 0 0 8
15600-15659 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Approved Trips 0 33 0 0 0 0 0 67 0 0 0 0 100
Background Conditions 65 525 37 0 1 16 78 1220 77 38 1 32 2090 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 9 0 0 0 0 0 2 0 0 0 0 11 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
14849 Los Gatos Boulevard 0 3 0 0 0 0 0 5 0 0 0 0 8
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 15349-15376 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase II Undeveloped Sites 0 1 0 0 0 0 0 3 0 0 0 0 4 Total Approved Trips 0 13 0 0 0 0 0 10 0 0 0 0 23
Cumulative Conditions 65 538 37 0 1 16 78 1230 77 38 1 32 2113 Project Trips (Existing & Background) 0 8 0 0 0 0 0 17 0 0 0 0 25 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 8 0 0 0 0 0 17 0 0 0 0 25
Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 65 500 37 0 1 16 78 1170 77 38 1 32 2015 Background + Project 65 533 37 0 1 16 78 1237 77 38 1 32 2115 Cumulative + Project 65 546 37 0 1 16 78 1247 77 38 1 32 2138 04/01/24
03/05/24
Movements
04/01/24
03/05/24
Movements
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 601
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 17
Traffix Node Number: 17
Intersection Name: Winchester Boulevard & SR 85 SB Ramp Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 0 537 0 0 0 0 0 1152 0 362 0 293 2344 Approved Project Trips
1700 Dell Avenue (Campbell) 0 6 0 0 0 0 0 54 0 0 0 13 73 16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 15 0 0 0 0 0 4 0 0 0 0 19 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 7 0 0 0 0 0 6 0 0 0 0 13
15475 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15860 Winchester Boulevard 0 0 0 0 0 0 0 3 0 5 0 0 8
15600-15659 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Approved Trips 0 28 0 0 0 0 0 67 0 5 0 13 113
Background Conditions 0 565 0 0 0 0 0 1219 0 367 0 306 2457 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 9 0 0 0 0 0 2 0 0 0 0 11 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
14849 Los Gatos Boulevard 0 3 0 0 0 0 0 5 0 0 0 0 8
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 15349-15376 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase II Undeveloped Sites 0 1 0 0 0 0 0 3 0 0 0 0 4 Total Approved Trips 0 13 0 0 0 0 0 10 0 0 0 0 23
Cumulative Conditions 0 578 0 0 0 0 0 1229 0 367 0 306 2480 Project Trips (Existing & Background) 0 8 0 0 0 0 0 17 0 0 0 0 25 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 8 0 0 0 0 0 17 0 0 0 0 25
Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 0 545 0 0 0 0 0 1169 0 362 0 293 2369 Background + Project 0 573 0 0 0 0 0 1236 0 367 0 306 2482 Cumulative + Project 0 586 0 0 0 0 0 1246 0 367 0 306 2505 Intersection Number: 18
Traffix Node Number: 18
Intersection Name: Winchester Boulevard & SR 85 NB Ramp Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 298 499 6 15 15 22 17 1040 390 0 0 0 2302 Approved Project Trips
1700 Dell Avenue (Campbell) 2 6 0 0 0 0 0 67 0 0 0 0 75 16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 15 0 0 0 0 0 4 0 0 0 0 19 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 7 0 0 0 0 0 6 0 0 0 0 13
15475 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 3 0 0 0 3
15600-15659 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Approved Trips 2 28 0 0 0 0 0 77 3 0 0 0 110
Background Conditions 300 527 6 15 15 22 17 1117 393 0 0 0 2412 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 9 0 0 0 0 0 2 0 0 0 0 11 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
14849 Los Gatos Boulevard 0 3 0 0 0 0 0 5 0 0 0 0 8
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 15349-15376 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase II Undeveloped Sites 0 1 0 0 0 0 0 3 0 0 0 0 4 Total Approved Trips 0 13 0 0 0 0 0 10 0 0 0 0 23
Cumulative Conditions 300 540 6 15 15 22 17 1127 393 0 0 0 2435 Project Trips (Existing & Background) 0 8 0 0 0 0 0 17 0 0 0 0 25 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 8 0 0 0 0 0 17 0 0 0 0 25
Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 298 507 6 15 15 22 17 1057 390 0 0 0 2327 Background + Project 300 535 6 15 15 22 17 1134 393 0 0 0 2437 Cumulative + Project 300 548 6 15 15 22 17 1144 393 0 0 0 2460 04/01/24
03/19/24
Movements
04/01/24
03/19/24
Movements
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 602
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 19
Traffix Node Number: 19
Intersection Name: Winchester Boulevard & Knowles Drive Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 294 437 30 17 26 51 164 495 411 256 33 290 2504 Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 8 1 0 8 67 0 0 0 3 0 87 16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 8 0 0 0 0 0 2 2 7 0 0 19 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 4 0 0 0 0 0 4 2 3 0 0 13
15475 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Approved Trips 0 12 8 1 0 8 67 6 4 10 3 0 119
Background Conditions 294 449 38 18 26 59 231 501 415 266 36 290 2623 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 5 0 0 0 0 0 1 1 5 0 0 12 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
14849 Los Gatos Boulevard 0 2 0 0 0 0 0 3 2 1 0 0 8
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 15349-15376 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase II Undeveloped Sites 0 1 0 0 0 0 0 2 1 0 0 0 4 Total Approved Trips 0 8 0 0 0 0 0 6 4 6 0 0 24
Cumulative Conditions 294 457 38 18 26 59 231 507 419 272 36 290 2647 Project Trips (Existing & Background) 0 5 0 0 0 0 0 11 6 3 0 0 25 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 5 0 0 0 0 0 11 6 3 0 0 25
Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 294 442 30 17 26 51 164 506 417 259 33 290 2529 Background + Project 294 454 38 18 26 59 231 512 421 269 36 290 2648 Cumulative + Project 294 462 38 18 26 59 231 518 425 275 36 290 2672 Intersection Number: 20
Traffix Node Number: 20
Intersection Name: Bascom Avenue & White Oaks Avenue/White Oaks Road Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 36 776 26 65 39 149 69 623 64 106 24 38 2015 Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0
16160 E Mozart Avenue (Campbell) 0 1 0 0 0 0 0 2 0 0 0 0 3 Samaritian Medical Expansion (SJ ATI) 0 48 0 0 0 8 2 13 0 0 0 0 71 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 4 0 0 0 0 0 4 0 0 0 0 8
15475 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 1 0 0 0 0 0 1 0 0 0 0 2 Total Approved Trips 0 54 0 0 0 8 2 20 0 0 0 0 84
Background Conditions 36 830 26 65 39 157 71 643 64 106 24 38 2099 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 45 0 0 0 9 2 11 0 0 0 0 67 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 1 0 0 0 0 1
14849 Los Gatos Boulevard 0 2 0 0 0 0 0 3 0 0 0 0 5
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 15349-15376 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase II Undeveloped Sites 0 1 0 0 0 0 0 2 0 0 0 0 3 Total Approved Trips 0 48 0 0 0 9 2 17 0 0 0 0 76
Cumulative Conditions 36 878 26 65 39 166 73 660 64 106 24 38 2175 Project Trips (Existing & Background) 0 5 0 0 0 0 0 11 0 0 0 0 16 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 5 0 0 0 0 0 11 0 0 0 0 16
Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 36 781 26 65 39 149 69 634 64 106 24 38 2031 Background + Project 36 835 26 65 39 157 71 654 64 106 24 38 2115 Cumulative + Project 36 883 26 65 39 166 73 671 64 106 24 38 2191 Movements
04/01/24
03/05/24
Movements
04/01/24
03/05/24
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 603
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 21
Traffix Node Number: 21
Intersection Name: Los Gatos Boulevard & C5 Street
Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 0 705 0 0 0 0 0 850 0 0 0 0 1555
Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0
16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 24 0 0 0 0 0 87 0 0 0 0 111 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 26 0 0 0 0 0 23 0 0 0 0 49
15475 Los Gatos Boulevard 0 3 0 0 0 0 0 3 0 0 0 0 6
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 14 0 0 0 0 0 9 0 0 0 0 23 Total Approved Trips 0 67 0 0 0 0 0 122 0 0 0 0 189
Background Conditions 0 772 0 0 0 0 0 972 0 0 0 0 1744
Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 23 0 0 0 0 0 95 0 0 0 0 118 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
14849 Los Gatos Boulevard 31 0 0 0 0 0 0 27 0 35 0 0 93 North 40 Phase I Adjustment (approved, future network) 0 -6 0 0 0 0 0 -4 0 0 0 0 -10 North 40 Phase I Adjustment (occupied, future network) 0 -2 0 0 0 0 0 -6 0 0 0 0 -8 15300-15330 Los Gatos Boulevard 0 10 0 0 0 0 0 19 0 0 0 0 29 15349-15376 Los Gatos Boulevard 0 2 0 0 0 0 0 5 0 0 0 0 7 North 40 Phase II Undeveloped Sites 0 17 0 0 0 0 0 5 0 0 0 0 22 Total Approved Trips 31 44 0 0 0 0 0 141 0 35 0 0 251
Cumulative Conditions 31 816 0 0 0 0 0 1113 0 35 0 0 1995 Project Trips (Existing & Background) 29 17 0 0 0 0 0 84 0 101 0 0 231 Pass-By Trips (Existing & Background) 1 1 0 0 0 0 0 1 0 1 0 0 4 Project Trips (Cumulative) 16 17 0 0 0 0 0 35 0 56 0 0 124 Pass-By Trips (Cumulative) 1 1 0 0 0 0 0 0 0 0 0 0 2
Existing + Project 30 723 0 0 0 0 0 935 0 102 0 0 1790
Background + Project 30 790 0 0 0 0 0 1057 0 102 0 0 1979 Cumulative + Project 48 834 0 0 0 0 0 1148 0 91 0 0 2121 Intersection Number: 22
Traffix Node Number: 22
Intersection Name: Los Gatos Boulevard & C2 Street
Peak Hour: AM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 0 705 0 0 0 0 0 850 0 0 0 0 1555
Approved Project Trips
1700 Dell Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0
16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 24 0 0 0 0 0 87 0 0 0 0 111 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 26 0 0 0 0 0 23 0 0 0 0 49
15475 Los Gatos Boulevard 0 3 0 0 0 0 0 3 0 0 0 0 6
15860 Winchester Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15600-15659 Los Gatos Boulevard 0 14 0 0 0 0 0 9 0 0 0 0 23 Total Approved Trips 0 67 0 0 0 0 0 122 0 0 0 0 189
Background Conditions 0 772 0 0 0 0 0 972 0 0 0 0 1744
Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 23 0 0 0 0 0 95 0 0 0 0 118 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
14849 Los Gatos Boulevard 0 35 0 0 0 0 0 27 0 0 0 0 62
North 40 Phase I Adjustment (approved, future network) 0 -6 0 0 0 0 0 -4 0 0 0 0 -10 North 40 Phase I Adjustment (occupied, future network) 0 -2 0 0 0 0 0 -6 0 0 0 0 -8 15300-15330 Los Gatos Boulevard 0 10 0 0 0 0 0 19 0 0 0 0 29 15349-15376 Los Gatos Boulevard 0 2 0 0 0 0 0 5 0 0 0 0 7 North 40 Phase II Undeveloped Sites 0 17 0 0 0 0 0 5 0 0 0 0 22 Total Approved Trips 0 79 0 0 0 0 0 141 0 0 0 0 220
Cumulative Conditions 0 851 0 0 0 0 0 1113 0 0 0 0 1964 Project Trips (Existing & Background) 17 101 0 0 0 0 0 84 0 29 0 0 231 Pass-By Trips (Existing & Background) 4 -2 0 0 0 0 0 1 0 2 0 0 5 Project Trips (Cumulative) 17 56 0 0 0 0 0 35 0 25 0 0 133 Pass-By Trips (Cumulative) 4 -3 0 0 0 0 0 0 0 2 0 0 3
Existing + Project 21 804 0 0 0 0 0 935 0 31 0 0 1791
Background + Project 21 871 0 0 0 0 0 1057 0 31 0 0 1980 Cumulative + Project 21 904 0 0 0 0 0 1148 0 27 0 0 2100 Movements
04/01/24
n/a
Movements
04/01/24
n/a
Hexagon Transportation Consultants, Inc.
9/13/2024
AM
North 40 Phase II Volumes Page 604
ITEM NO. 1.

North 40 Phase II Volumes
Intersection Number: 1
Traffix Node Number: 1
Intersection Name: Winchester Boulevard & Lark Avenue
Peak Hour: PM Date of Analysis:

Count Date:

North Approach East Approach South Approach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Total
Existing Conditions 0 338 690 680 0 222 139 283 0 0 0 0 2352 Approved Project Trips
1700 Dell Avenue (Campbell) 0 15 22 8 0 0 0 3 0 0 0 0 48 16160 E Mozart Avenue (Campbell) 0 0 0 0 0 0 0 0 0 0 0 0 0 Samaritian Medical Expansion (SJ ATI) 0 0 9 22 0 7 3 0 0 0 0 0 41 400 Blossom Hill Road 0 0 0 0 0 0 0 0 0 0 0 0 0
16212 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
North 40 Phase I 0 0 22 21 0 2 2 0 0 0 0 0 47
15475 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
15860 Winchester Boulevard 0 4 0 0 0 0 0 7 0 0 0 0 11
15600-15659 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Approved Trips 0 19 53 51 0 9 5 10 0 0 0 0 147
Background Conditions 0 357 743 731 0 231 144 293 0 0 0 0 2499 Pending Project Trips
Good Samaritan Hospital (SJ Pending) 0 0 3 9 0 13 5 0 0 0 0 0 30 14926 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0
14849 Los Gatos Boulevard 0 0 8 7 0 1 1 0 0 0 0 0 17
North 40 Phase I Adjustment (approved, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase I Adjustment (occupied, future network) 0 0 0 0 0 0 0 0 0 0 0 0 0 15300-15330 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 15349-15376 Los Gatos Boulevard 0 0 0 0 0 0 0 0 0 0 0 0 0 North 40 Phase II Undeveloped Sites 0 0 3 2 0 0 0 0 0 0 0 0 5 Total Approved Trips 0 0 14 18 0 14 6 0 0 0 0 0 52
Cumulative Conditions 0 357 757 749 0 245 150 293 0 0 0 0 2551 Project Trips (Existing & Background) 0 0 21 15 0 5 6 0 0 0 0 0 47 Pass-By Trips (Existing & Background) 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Trips (Cumulative) 0 0 21 15 0 5 6 0 0 0 0 0 47 Pass-By Trips (Cumulative) 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing + Project 0 338 711 695 0 227 145 283 0 0 0 0 2399 Background + Project 0 357 764 746 0 236 150 293 0 0 0 0 2546 Cumulative + Project 0 357 778 764 0 250 156 293 0 0 0 0 2598 Intersection Number: 2
Traffix Node Number: 2
Intersection Name: University Avenue & Lark Avenue
Peak Hour: PM Date of Analysis: