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01-24-2023 - PC Agenda Packet REGULAR PLANNING COMMISSION MEETING City of Campbell, California Register in advance for this webinar: https://campbellca.gov/PCSignup. After registration, you will receive a confirmation email containing information about joining the webinar. During the registration process, you will be asked if you would like to speak on any of the agenda items. Please provide detail on the items you would like to discuss. January 24, 2023 7:30 p.m. City Hall, Council Chambers AGENDA NOTE: To protect our constituents, City officials, and City staff, the City requests all members of the public to follow the guidance of the California Department of Health Services', and the County of Santa Clara Health Officer Order, to help control the spread of COVID-19. Additional information regarding COVID-19 is available on the City's website at www.campbellca.gov. This Regular Planning Commission meeting will be conducted in person with the Commissioners meeting at City Hall, Council Chambers, as well as via telecommunication (Zoom) being available for members of the public. The meeting is compliant with provisions of the Brown Act. This Regular Planning Commission meeting will also be live streamed on Channel 26, the City's website and on YouTube at https://www.youtube.com/user/CityofCampbell for those who only wish to view the meeting but not participate. Those members of the public wishing to provide public comment at this meeting virtually are asked to register in advance at https://campbellca.gov/PCSignup. After registering, you will receive a confirmation email containing information about joining the meeting via Zoom. Members of the public may attend the meeting in person at Campbell City Hall - Council Chambers. If attending in person, face coverings and physical distancing will be required until further notice. Public comment for the Planning Commission meetings will be accepted via email at planning@campbellca.gov by 5 p.m. on the day of the meeting. Written comments will be posted on the website and distributed to the PC. If you choose to email your comments, please indicate in the subject line “FOR PUBLIC COMMENT” and indicate the item number. ROLL CALL APPROVAL OF THE MINUTES January 10, 2023 COMMUNICATIONS AGENDA MODIFICATIONS OR POSTPONEMENTS ORAL REQUESTS This is the point on the agenda where members of the public may address the Commission on items of concern to the Community that are not listed on the agenda this evening. People may speak up to 5 minutes on any matter concerning the Commission. Planning Commission Agenda for January 24, 2023 Page 2 of 2 PUBLIC HEARINGS 1. PLN-2022-25 Public Hearing to consider the request of AO Architects, for property located at 515 E. Hamilton Avenue to allow establishment of an approximately 40,000 square-foot Health/fitness Center (City Sports Club) with "late night activities," and ancillary non-licensed temporary childcare services (Kids Klub) within an existing commercial building formally occupied by Bed, Bath, and Beyond. The application under consideration includes a Conditional Use Permit. File No.: PLN-2022-25. Staff is recommending that this item be deemed Categorically Exempt from CEQA. Planning Commission action is final unless appealed in writing to the City Clerk within 10 calendar days. Project Planner: Daniel Fama, Senior Planner. REPORT OF THE COMMUNITY DEVELOPMENT DIRECTOR ADJOURNMENT Adjourn to the next Regular Planning Commission meeting of February 14, 2023 at 7:30 p.m. This meeting will be in person for the members of the Planning Commission at Campbell City Hall, Council Chambers, 70 N. First Street, Campbell, CA. Members of the public are still allowed to participate remotely by Zoom or attend in person (as space allows while maintaining on-going face covering and social distancing). Americans with Disabilities Act (ADA) In compliance with the Americans with Disabilities Act, listening assistance devices are available for meetings held in the Council Chambers. If you require accommodation to participate in the meeting, please contact the Community Development Department, at planning@campbellca.gov or (408) 866-2739. CITY OF CAMPBELL Planning Commission Minutes 7:30 P.M. TUESDAY January 10, 2022 PLANNING COMMISSION REGULAR MEETING CITY HALL COUNCIL CHAMBERS The Planning Commission meeting on Tuesday January 10, 2022, was called to order at 7:30 p.m. in the Council Chambers of City Hall, 70 N. First Street, Campbell, CA, by Chair Buchbinder and the following proceedings were had, to wit: ROLL CALL Commissioners Present: Chair: Adam Buchbinder Vice Chair: Alan Zisser Commissioner: Matt Kamkar Commissioner: Maggie Ostrowski Commissioner: Michael Krey Commissioner: Davis Fields Commissioners Absent: Commissioner: Stuart Ching Staff Present: Director: Rob Eastwood City Attorney: Bill Seligmann Senior Planner: Daniel Fama Admin Analyst: Ken Ramirez APPROVAL OF MINUTES Approved December 13, 2022 meeting minutes. Commissioner Fields abstained. COMMUNICATIONS None. AGENDA MODIFICATIONS OR POSTPONEMENTS Campbell Planning Commission Meeting Minutes – January 10, 2023 Page 2 None. ORAL REQUESTS Chair Buchbinder opened public comments, hearing none, public comments closed. PUBLIC HEARINGS Chair Buchbinder read Agenda Item No. 1 into the record as follows: 1. PLN-2022-56 Public Hearing to consider the request of Doppio Zero Campbell LP, for property located at 220 E. Campbell Avenue and 22 S. 2nd Street to allow establishment of a new restaurant ("pedestrian-oriented activity") with a full-service bar ("liquor establishment"), outdoor seating, and "late-night activities" (12:00 AM staff closing, 10:00 PM public closing); exterior building alterations including installation of wood cladding, wood trim, tile/stone accents, a new window and foldable door system, and removal of the former Pilates V building storefront and barrel tile roofing; and construction of a new trash enclosure and related parking lot restriping. The application under consideration includes a Conditional Use Permit with Site and Architectural Review. File No.: PLN- 2022- 56. Staff is recommending that this item be deemed Categorically Exempt from CEQA. Planning Commission action is final unless appealed in writing to the City Clerk within 10 calendar days. Project Planner: Daniel Fama, Senior Planner. Senior Planner Daniel Fama presented staff report to consider the request for property located at 220 E Campbell Avenue and 22 S. 2nd Street to allow establishment of a new restaurant with a full service bar, outdoor seating, and “late-night activities”. Commissioners asked if both building were owned by the same entity and received clarity that they were owned separately. Senior Planner responded that are owned by different, but related entities. Commissioners deliberated about the approval process of having a mural or whether they should let the business owners decide on the final product of the mural. Some Commissioners discussed whether the mural should have a professional commissioned for paint it, have it go before the Civic Improvement Commission for approval, or let the business owner exercise their free speech to paint the mural to their liking. Chair Buchbinder opened the public hearing. Oswaldo Mesia was present along with owners of the business. Campbell Planning Commission Meeting Minutes – January 10, 2023 Page 3 Leonard Rifkind, the owner's attorney spoke and stated that both buildings are owned respectively by two members in separate trusts. He requested that “may be” should be changed to “shall” in exhibit A – Conditions of No 6. Mr. Mesia also requested to have business stay open until 11pm during summer weekend hours. The public hearing closed. Commissioners were enthusiastic about the restaurant and were supported of the project. Commission agreed to have the mural proposal before the Civic Improvement Commission but made it clear that it would be non-binding. Commissioners did not want to micromanage or hinder the creative process in the production of the mural and thought it would be beneficial to engage the Civic Improvement Commission. Commissioner Ostrowski believes it will be a huge asset to Campbell. Does not believe that there should be a condition of approval and review. 11pm is a good closing time. The Commission also noted that outdoor seating shall be allowed also to 11pm. Chair Buchbinder closed public hearing. Motion: Upon motion by Commissioner Krey, seconded by Commissioner Ostrowski, the Planning Commission adopted Resolution No. 4661 approving a Conditional Use Permit with Site and Architectural Review to allow establishment of a new restaurant (“Pedestrian- Oriented Activity”) with a full-service bar (“Liquor Establishment”), outdoor seating, and “Late-Night Activities” (12:00 AM staff closing); exterior building alterations including installation of wood cladding, wood trim, tile/stone accents, a new window and foldable door system, and removal of the former Pilates V building storefront and barrel tile roofing; and construction of a new trash enclosure and related parking lot restriping, for property located at 220 E. Campbell Avenue and 22 S. 2nd Street (PLN-2022-56), with an amendment to the Conditions of Approval No. 9.e to allow an 11:00 PM closing time on Friday and Saturday (including outdoor seating), and to revise the term "may be" to "shall be" in Condition of Approval No. 6, by the following roll call vote: AYES: Fields Ostrowski, Zisser, Kamkar, Krey, Buchbinder, NOES: None ABSENT: Ching ABSTAIN: None REPORT OF THE MULTI-FAMILY DEVELOPMENT AND DESIGN STANDARDS SUBCOMMITTEE Campbell Planning Commission Meeting Minutes – January 10, 2023 Page 4 Nothing to report REPORT OF THE COMMUNITY DEVELOPMENT DIRECTOR Communicated the commencement of the semi-permanent parklet grant application program. Sent Housing Element to HCD on 12/26/22. ADJOURNMENT The Regular Planning Commission meeting adjourned at 8:26 p.m. to the next Regular Planning Commission Meeting on Tuesday, January 24, 2023, at City Hall, Council Chambers, 70 N. First Street, Campbell, CA. SUBMITTED BY: ______________________________________ Ken Ramirez, Administrative Analyst APPROVED BY: ______________________________________ Adam Buchbinder, Chair ATTEST: ______________________________________ Rob Eastwood, Secretary ITEM NO. 1 CITY OF CAMPBELL ∙ PLANNING COMMISSION Staff Report ∙ January 24, 2023 PLN-2022-25 AO Architects Public Hearing to consider the request of AO Architects, for property located at 515 E. Hamilton Avenue to allow establishment of an approximately 40,000 square-foot Health/fitness Center (City Sports Club) with "late night activities," and ancillary non-licensed temporary childcare services (Kids Klub) within an existing commercial building formally occupied by Bed, Bath, and Beyond. The application under consideration includes a Conditional Use Permit. File No.: PLN-2022-25. STAFF RECOMMENDATION That the Planning Commission take the following action: 1. Adopt a Resolution (reference Attachment 1), approving a Conditional Use Permit to allow establishment of an approximately 40,000 square-foot City Sports Club ("health/fitness center") with "late night activities." ENVIRONMENTAL (CEQA) DETERMINATION Staff recommends that the Planning Commission accept the determination that the project is Categorically Exempt under Section 15301, Class 1 of the California Environmental Quality Act (CEQA) pertaining to the operation, permitting, and minor alterations of an existing private structure involving negligible or no expansion of existing or former use. PROJECT DATA Zoning Designation: C-2 (General Commercial) General Plan Designation: General Commercial Lot Area: 8.18 acres Tenant Square Footage: First Level: 15,029 square feet Second Level: 25,297square feet 40,326 square feet Parking: 634 stalls (Center-wide) 0 stalls required (per AB 2097) Operational Hours: Fitness Facility: 5:00 AM – 11:00 PM, Monday-Thursday 5:00 AM – 10:00 PM, Friday 8:00 AM – 8:00 PM, Saturday-Sunday Daycare ("Kids Klub"): 8:00 AM – 12:00 PM | 4:00 PM – 8:00 PM, Monday-Thursday 8:00 AM – 12:00 PM, Friday- Saturday Staff Report – Planning Commission Meeting of January 24, 2023 Page 2 of 6 PLN-2022-25 ~ 515 E. Hamilton Ave. DISCUSSION Proposed Project: As depicted on the submitted Project Plans and described in the Project Description (reference Attachment 2 and 3), the application for a Conditional Use Permit (CUP) would allow establishment of an approximately 40,000 square-foot City Sports Club within the former Bed, Bath, and Beyond store. The fitness facility would provide standard cardiovascular and strength-training exercise equipment, a swimming pool, studio rooms, and locker rooms. Project Site: The project site is an 8-acre shopping center located at the northeast corner of East Hamilton Avenue and Marathon Drive, abutting the southbound Highway 17 off-ramp. The center is anchored by a Kohl's department store and the former Bed, Bath, and Beyond (closed in February 2022), and is also occupied by several supporting retail, service, and food businesses. ANALYSIS Findings for Approval: To grant a land use approval, the decision-making body must affirmatively establish that the project meets codified findings for approval. Findings establish the evidentiary basis for a City's decision to grant or deny a land use approval and to impose conditions of approval as necessary to establish the findings. The applicable findings depend upon the type of land use approval under review (e.g., Site and Architectural Review, Tree Removal Permit, etc.). The following analysis identifies each of the applicable findings in italics and how the proposed project satisfies them. A. The proposed use is allowed within the applicable zoning district with Conditional Use Permit approval, and complies with all other applicable provisions of this Zoning Code and the Campbell Municipal Code; The project site is located within the C-2 (General Commercial) Zoning District. The proposed City Sports Club is classified by the Zoning Code as a "health/fitness center"—defined as membership-based fitness facility, gymnasium, or similar establishment—which is a conditionally permitted use. Health/fitness centers are subject to special use provisions contained in CMC Sec. 21.36.095, which broadly indicate that the use should not result in parking, circulation, or noise issues. Given that the project site is a vacant "big-box" store located centrally within an established shopping center, the proposed application would comply with the applicable special use provisions. Staff Report – Planning Commission Meeting of January 24, 2023 Page 3 of 6 PLN-2022-25 ~ 515 E. Hamilton Ave. The fitness center would be open to the public at 5:00 AM on weekdays, which classifies the proposal as a "late night activity," which is defined as any land use activity occurring after 11:00 PM or prior to 6:00 AM. Late night activities may be permitted in association with nearly any land use with approval of a Conditional Use Permit. The proposed City Sports Club would also include an ancillary child daycare ("Kids Klub") for members visiting the facility, which is exempt from State licensure as "temporary childcare services" pursuant to Health and Safety Code § 1596.792(k), as confirmed by Community Care Licensing Division (CDDL) staff. As a result, the daycare services do not constitute a "commercial daycare center," since by definition such centers must be licensed by the State and are a primary land use activity. Nonetheless, "temporary childcare services" may be considered permissible upon approval of a Conditional Use Permit since licensed daycare centers are identified as a conditional use in the C-2 Zoning District, per CMC Sec. 21.02.020.F.1 (Similar uses allowed). B. The proposed use is consistent with the General Plan; The General Plan land use designation for the project site is General Commercial. This land use designation is intended to serve commercial uses that need exposure to high volumes of automobile traffic or access to transit corridors. Most of the land in Campbell that is designated for General Commercial is located along both sides of Bascom and Hamilton Avenues and parts of Winchester Boulevard. Approval of a fitness facility with "late-night activities" and ancillary "temporary childcare services" would be consistent with the purpose of this land use designation as it requires convenient vehicular access to major roadways and highways. Moreover, the proposed fitness facility would further the following General Plan policies and strategies by introducing a regional fitness facility to the City that is compatible with the adjacent neighborhood, and which would facilitate the ongoing use and commercial success of the shopping center. Strategy LUT-2.4: Full Range of Land Uses: Provide for a full range of land uses within the City, and for mixed-uses within specific development projects. Policy LUT-5.1: Neighborhood Integrity: Recognize that the City is composed of residential, industrial and commercial neighborhoods, each with its own individual character; and allow change consistent with reinforcing positive neighborhood values, while protecting the integrity of the city’s neighborhoods. Policy LUT-5.3: Variety of Commercial and Office Uses: Maintain a variety of attractive and convenient commercial and office uses that provide needed goods, services and entertainment. Strategy LUT-5.3c: Revitalization of Shopping Centers: Encourage the maintenance and revitalization of commercial shopping centers. Strategy LUT-5.3d: Commercial Centers: Review the design, use and upgrading of commercial centers via the discretionary permit process, and ensure that conditions of approval are adopted that require businesses to be well kept and operated in a way that limit impacts to adjacent uses. Policy LUT-11.2: Services Within Walking Distance: Encourage neighborhood services within walking distance of residential uses. Policy LUT-13.1: Variety of Uses: Attract and maintain a variety of uses that create an economic balance within the City while maintaining a balance with other community land use needs, such as housing and open space, and while providing high quality services to the community. Staff Report – Planning Commission Meeting of January 24, 2023 Page 4 of 6 PLN-2022-25 ~ 515 E. Hamilton Ave. C. The proposed site is adequately served by streets of sufficient capacity to carry the kind and quantity of traffic the use would be expected to generate; Level of Service: The proposed change of use required preparation of a traffic impact analysis (TIA) per the thresholds established by the VTA Transportation Impact Analysis Guidelines. The TIA was prepared for the project by a third-party traffic engineering consultant (reference Attachment 4). The analysis studied three area intersections to identify any potentially significant traffic impacts during the AM and PM "peak hours". The analysis concluded that the studied intersections would continue to operate at the same levels of service (LOS) with the addition of project-generated trips during the "background + project" (short-term) condition: However, in the "cumulative + project" (long-term) condition the analysis found that the project would exceed the significance threshold at the Hamilton/Salmar/SR17 intersection, resulting in an identifiable "impact". This impact is the result of both the project's anticipated vehicular trips and the anticipated City-wide traffic volume increase projected out to the year 2040. Prior to July 1, 2020, this outcome would have also resulted in a "significant environmental impact" under the California Environmental Quality Act (CEQA). However, because of the implementation of SB 743, LOS impacts are no longer considered to be an environmental impact under CEQA. This notwithstanding, the City is still required to address LOS impacts to certain intersections through its obligations under the regional Congestion Management Program (CMP) program and as specified by the General Plan. The identified impact of additional traffic congestion can be mitigated through physical expansion of the southbound Highway 17 off-ramp onto Hamilton Avenue, as noted in the table, above. This improvement is identified on the City's Capital Improvement Plan (CIP), with funding from other developer fees, the CIPR (reserve fund), and anticipated grants. Sufficient right-of-way for the ramp expansion was secured as part of the original Kohl's/Bed, Bath, and Beyond project and preliminary design drawings have been prepared demonstrating feasibility. Staff Report – Planning Commission Meeting of January 24, 2023 Page 5 of 6 PLN-2022-25 ~ 515 E. Hamilton Ave. As the City Sports project will create a proportional amount of traffic that cumulatively will impact this intersection, staff recommends acceptance of a "fair share" financial contribution towards the off-ramp expansion project. A proportional monetary contribution by the applicant is an appropriate and reasonable measure to address the identified LOS impact, particularly given the long-term nature of the impact. The recommended financial contribution is $37,000, which is equal to the project's proportional share of the anticipated cumulative traffic volume (1.24%) multiplied against the $3,000,000 ramp expansion construction cost. This measure would also serve to satisfy General Plan strategy LUT-2.3a, below, which directs City decision- making to maintain the existing LOS of designated CMP intersections to the "extent possible": Strategy LUT-2.3a: Intersection Level of Service: To the extent possible, maintain level of service (LOS) on designated intersections consistent with the Santa Clara County Congestion Management Plan. VMT Analysis: Consistent with SB-734 the City is required evaualte a proposed project's vehicle-miles-travled (VMT) impact. Per the City's VMT Policy, however, certain projects are "screened-out" from formal VMT analysis, including those that are located within one-half mile of a light-rail station. As the projet site is ¼ mile from the Hamilton Light-Rail Station, the proposed project is deemed not to have a VMT impact. D. The proposed site is adequate in terms of size and shape to accommodate the fences and walls, landscaping, parking and loading facilities, yards, and other development features required in order to integrate the use with uses in the surrounding area; The physical building and surrounding shopping center improvements (including fences, walls, landscaping, drive-aisles, walkways, etc.) are sufficient to accommodate a high-intensity fitness/health facility since the property was originally designed to serve to a comparably intensive regional "big-box" store. With regard to parking, the City's parking standard would have resulted in a deficiency to the number of required stalls because a health/fitness center has a parking requirement greater than that for of retail use. However, under the recently adopted State Law AB-2097, the City "shall not impose or enforce any minimum automobile parking requirement on a residential, commercial, or other development project if the project is located within one-half mile of public transit." As a result, the project is no longer subject to a parking requirement. Note that since AB-2097 was adopted after completion of the TIA, a parking study submitted by the applicant and peer-reviewed by the City's consultant is included as an appendix. This study should be considered a reference document only. AB-2097 notwithstanding, the overall project site is still subject to a transit pass requirement imposed by the City Council's original 2004 approval of the shopping center (CC Reso. 10331, COA No. 30), which was intended to reduce parking and traffic impacts. Specifically, City Sports Club will be required to participate in VTA’s SmartPass program, which will afford all club employees a VTA transit pass to encourage the use of bus and/or light-rail for commuting. E. The design, location, size, and operating characteristics of the proposed use are compatible with the existing and future land uses on-site and in the vicinity of the subject property; and As noted, the project site is a commercial shopping center anchored by two "big-box" stores, (the subject tenant space and a Kohl's department store), as well as supporting retail, food, and services uses. The introduction of a fitness facility within the center would fill a large Staff Report – Planning Commission Meeting of January 24, 2023 Page 6 of 6 PLN-2022-25 ~ 515 E. Hamilton Ave. commercial vacancy and provide customers for these businesses. Additionally, the facility would also serve residents and employees within the broader area since the nearest comparable fitness facilities are located outside of the City. F. The establishment, maintenance, or operation of the proposed use at the location proposed will not be detrimental to the comfort, health, morals, peace, safety, or general welfare of persons residing or working in the neighborhood of the proposed use, or be detrimental or injurious to property and improvements in the neighborhood or to the general welfare of the city. There are no evident operational impacts that could be caused by the proposed fitness facility that would be determinantal to the public (the use is conditional largely due to potential traffic and parking impacts). However, in the event that public safety becomes a concern (i.e., reports of assaults, vehicle break-ins, etc.), a condition of approval would require the operator be prepare a security plan in coordination with the Police Department. Public Comment: No public comment was received on this application. The City's noticing process includes an early "courtesy" notice mailed to property owners at the time of application submittal, a formal notice mailed prior to this public hearing, as well as a legal notice in the Metro newspaper, which was also posted on the City's website. Site and Architectural Review Committee: As there are no exterior alterations to the building, the Site and Architectural Review Committee (SARC) did not review this application. Attachments: 1. Draft Resolution 2. Project Plans 3. Project Description 4. Traffic Impact Analysis Prepared by: Daniel Fama, Senior Planner Approved by: Rob Eastwood, Community Development Director RESOLUTION NO. 46xx BEING A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CAMPBELL APPROVING A CONDITIONAL USE PERMIT TO ALLOW ESTABLISHMENT OF AN APPROXIMATELY 40,000 SQUARE-FOOT HEALTH/FITNESS CENTER (CITY SPORTS CLUB) WITH "LATE NIGHT ACTIVITIES," AND ANCILLARY NON- LICENSED TEMPORARY CHILDCARE SERVICES (KIDS KLUB) WITHIN AN EXISTING COMMERCIAL BUILDING FORMALLY OCCUPIED BY BED, BATH, AND BEYOND, FOR PROPERTY LOCATED AT 515 E. HAMILTON AVENUE. FILE NO.: PLN-2022-25 After notification and public hearing, as specified by law and after presentation by the Community Development Director, proponents and opponents, the hearing was closed. After due consideration of all evidence presented, the Planning Commission of the City of Campbell does ordain as follows: 1. The Project Site is zoned C-2 (General Commercial) on the City of Campbell Zoning Map. 2. The Project Site is designated General Commercial on the City of Campbell General Plan Land Use diagram. 3. The Project Site is an 8.18-acre commercial parcel located the northeast corner of East Hamilton Avenue and Marathon Drive. 4. The Project Site is developed with two commercial buildings constructed pursuant to a Site and Architectural Review Permit (PLN2004-07,18,19,26, & 33) granted by the City Council on appeal on May 4, 2004, by Resolution No. 10331. 5. The Proposed Project is an application for a Conditional Use Permit to allow establishment of an approximately 40,000 square-foot City Sports Club (health/fitness facility") with a 5:00 AM public opening ("late night activities") and ancillary non-licensed temporary childcare services, within an existing commercial building. 6. The Proposed Project would be consistent with the following General Plan policies and strategies by introducing a use that is compatible with the adjacent neighborhood, provides a service within walking distance of that neighborhood, and facilitating the ongoing use of the shopping center. Strategy LUT-2.4: Full Range of Land Uses: Provide for a full range of land uses within the City, and for mixed-uses within specific development projects. Policy LUT-5.1: Neighborhood Integrity: Recognize that the City is composed of residential, industrial and commercial neighborhoods, each with its own individual character; and allow change consistent with reinforcing positive neighborhood values, while protecting the integrity of the city’s neighborhoods. Policy LUT-5.3: Variety of Commercial and Office Uses: Maintain a variety of attractive and convenient commercial and office uses that provide needed goods, services and entertainment. Planning Commission Resolution No. 4xx Page 2 of 4 515 E. Hamilton Avenue Conditional Use Permit (PLN-2022-25) Strategy LUT-5.3c: Revitalization of Shopping Centers: Encourage the maintenance and revitalization of commercial shopping centers. Strategy LUT-5.3d: Commercial Centers: Review the design, use and upgrading of commercial centers via the discretionary permit process, and ensure that conditions of approval are adopted that require businesses to be well kept and operated in a way that limit impacts to adjacent uses. Policy LUT-11.2: Services Within Walking Distance: Encourage neighborhood services within walking distance of residential uses. Policy LUT-13.1: Variety of Uses: Attract and maintain a variety of uses that create an economic balance within the City while maintaining a balance with other community land use needs, such as housing and open space, and while providing high quality services to the community. 7. A "Transportation Fair Share Contribution Fee" shall be imposed as a condition of approval in compliance with Government Code § 66000. The purpose of the fee is to satisfy the City's obligations under the Congestion Management Program (CMP) pursuant to Government Code § 65088 - 65089.10 and to further General Plan Strategy LUT-2.3a (Intersection Level of Service), both of which require the City to maintain the level-of-service (LOS) of designated CMP intersections. The fee will be used to facilitate the construction of the Hamilton Avenue Highway 17 Southbound Offramp project, as described in the City's Capital Improvement Plan (CIP), along with other developer fees, grants, and City reserve funds. There is a reasonable relationship between the need for the public facility and the type of development project on which the fee is imposed in that the aforementioned offramp project will directly benefit customers of the proposed development who will make frequent use of this offramp as it provides direct and immediate access to the property from southbound Highway 17. Further, there is a reasonable relationship between the fee’s use and the type of development project in that the fee ($37,000) is equal to the project's proportional share of the anticipated cumulative traffic volume (1.24%) multiplied against the $3,000,000 offramp project, construction cost, as documented in the project's traffic impact analysis (TIA). 8. Consistent with the City's Vehicle-Miles-Traveled (VMT) Policy, the Proposed Project has been "screened-out" due to its proximity to the Hamilton Light-Rail Station. 9. The Proposed Project is not subject to a Parking Modification Permit requirement pursuant Government Code § 65863.2, which precludes the City from imposing or enforcing a parking requirement for a development project located within one-half mile of public transit. The Project Site is within one-half mile of the Hamilton Light-Rail Station. 10. The Proposed Project includes "temporary childcare services," which is an ancillary child day care for fitness facility members that is exempt from State licensure pursuant to Health and Safety Code § 1596.792(k). This activity is permissible since the C-2 (General Commercial) Zoning District allows for commercial daycare centers, which is a directly comparable use pursuant to CMC Section 21.02.020.F.1 (Similar uses allowed). 11. Consistent with City Council Resolution No. 10331, the proposed health/fitness facility shall be required to participate in the VTA SmartPass program to provide transit passes to its employees. Planning Commission Resolution No. 4xx Page 3 of 4 515 E. Hamilton Avenue Conditional Use Permit (PLN-2022-25) 12. In review of the Proposed Project, the Planning Commission considered the proposed project's traffic safety, traffic congestion, site circulation, landscaping, structure design, and site layout. 13. In review the Proposed Project, the Planning Commission also weighed the public need for, and the benefit to be derived from, the project, against any impacts it may cause. 14. There is a reasonable relationship and a rough proportionality between the Conditions of Approval and the impacts of the project. 15. No substantial evidence has been presented which shows that the Proposed Project, as currently presented and subject to the required conditions of approval, will have a significant adverse impact on the environment. Based upon the foregoing findings of fact, the Planning Commission further finds and concludes that: Conditional Use Permit Finding (CMC Sec. 21.45.040): 1. The proposed use is allowed within the applicable zoning district with Conditional Use Permit approval, and complies with all other applicable provisions of this Zoning Code and the Campbell Municipal Code; 2. The proposed use is consistent with the General Plan; 3. The proposed site is adequate in terms of size and shape to accommodate the fences and walls, landscaping, parking and loading facilities, yards, and other development features required in order to integrate the use with uses in the surrounding area; 4. The proposed site is adequately served by streets of sufficient capacity to carry the kind and quantity of traffic the use would be expected to generate; 5. The design, location, size, and operating characteristics of the proposed use are compatible with the existing and future land uses on-site and in the vicinity of the subject property; and 6. The establishment, maintenance, or operation of the proposed use at the location proposed will not be detrimental to the comfort, health, morals, peace, safety, or general welfare of persons residing or working in the neighborhood of the proposed use, or be detrimental or injurious to property and improvements in the neighborhood or to the general welfare of the city. Environmental Findings (CMC Sec. 21.38.050): 7. The project is Categorically Exempt under Section 15301, Class 1 of the California Environmental Quality Act (CEQA) pertaining to the operation, permitting, and minor alterations of an existing private structure involving negligible or no expansion of existing or former use. Planning Commission Resolution No. 4xx Page 4 of 4 515 E. Hamilton Avenue Conditional Use Permit (PLN-2022-25) THEREFORE, BE IT RESOLVED that the Planning Commission approves a Conditional Use Permit to allow establishment of an approximately 40,000 square-foot Health/fitness Center (City Sports Club) with "late night activities," and ancillary non-licensed temporary childcare services (Kids Klub) within an existing commercial building on property located at 515 E. Hamilton Avenue, subject to the attached Conditions of Approval (attached Exhibit "A"). PASSED AND ADOPTED this 24th day of January, 2023, by the following roll call vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: APPROVED: Adam Buchbinder, Chair ATTEST: Rob Eastwood, Secretary EXHIBIT A CONDITIONS OF APPROVAL Conditional Use Permit PLN-2022-25 Where approval by the Director of Community Development, City Engineer, Public Works Director, City Attorney or Fire Department is required, that review shall be for compliance with all applicable conditions of approval, adopted policies and guidelines, ordinances, laws and regulations and accepted engineering practices for the item under review. Additionally, the applicant is hereby notified that he/she is required to comply with all applicable Codes or Ordinances of the City of Campbell and the State of California that pertain to this development and are not herein specified. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division 1. Approved Project: Approval is granted for a Conditional Use Permit to allow establishment of an approximately 40,000 square-foot Health/fitness Center (City Sports Club) with "late night activities," and ancillary non-licensed temporary childcare services (Kids Klub) within an existing commercial building, for property located at 515 E. Hamilton Avenue. The project shall substantially conform to the Project Plans and Project Description included as Attachment No. 3 and No. 4, respectively, of the Planning Commission Staff Report dated January 24, 2023, except as may be modified by the Conditions of Approval herein. 2. Permit Expiration: The Conditional Use Permit approved herein ("Approval") shall be valid for one (1) year from the effective date of Planning Commission approval (expiring February 24, 2024). Within this one-year period a Building Permit for the project must be issued pursuant to CMC Sec. 21.56.030.B.1. Failure to meet this deadline or expiration of an issued Building Permit shall result in the Approval being rendered void. Once established, this Approval shall be valid in perpetuity on the Project Site, subject to continued operation of the use. Discontinuation of the use for a continuous period of twelve months shall void the Approval upon an affirmative determination by the Planning Commission in a public hearing that the use has been discontinued. 3. Transportation Fair Share Contribution Fee: Payment of a "Transportation Fair Share Contribution Fee" in the amount of $37,000 shall be paid prior to issuance of a Certificate of Occupancy/Building Permit Final. 4. Transit Passes: As required by City Council Resolution No. 10331, Condition of Approval No. 30 (Eco Pass), the operator shall continuously participate in the VTA SmartPass program to provide transportation passes to its employees at no cost. The operator shall furnish evidence that it has enrolled into the SmartPass program prior to issuance of a Certificate of Occupancy/Building Permit Final. 5. Signage: No signage has been approved as part of this development application. New signage shall not be installed prior to approval of a Sign Permit consistent with the "Kohl's & Bed, Bath, and Beyond Center" Master Sign Plan on file with the Community Development Department. Conditions of Approval – 515 E. Hamilton Avenue Page 2 of 3 PLN-2022-25 ~ Conditional Use Permit 6. Operational Standards: Consistent with the Approved Project Description the approved health/fitness center operating pursuant to this Approval shall conform to the following operational standards. Significant deviations from these standards (as determined by the Community Development Director) shall require approval of a Modification of this Approval. a. Approved Use: The approved use is a "health/fitness center" with "late night activities" as defined by the Campbell Municipal Code, with ancillary "temporary childcare services," as defined by Health and Safety Code Section 1596.792(k), and as limited by the operational standards listed herein. At no time shall the "temporary childcare services" be operated as a commercial daycare center. b. Hours of Operation: Hours of operation shall be as follows. By the end of Business Hours all customers shall have exited the health/fitness facility. By the end of the Operational Hours all employees shall be off the premises (except for emergencies). • Business Hours 5:00 AM – 11:00 PM, daily • Operational Hours: 4:00 AM – 12:00 AM, daily c. Child Care Activity: Temporary childcare services may only be provided to parents and guardians who are within the health/fitness facility as members, in compliance with Health and Safety Code Section 1596.792(k). If this section is rescinded or interpreted in such a manner by the Community Care Licensing Division of the California Department of Social Service as not to exempt the health/fitness center from daycare facility licensure, the temporary childcare services shall cease to be offered. d. Security Plan: If deemed necessary by the Police Department, the operator shall prepare a security plan to the satisfaction of the Police Chief, including, but not limited to, provision of private security, installation of a security camera system, installation of additional security lighting, and/or installation of security signage. e. Outdoor Activity: Outdoor exercise activities are prohibited and shall not be offered by the health/fitness facility. f. Trash Disposal and Clean-Up: Refuse and recycling receptacles shall be kept within the trash enclosure except during collection in compliance with CMC Chapter 6.04 (Garbage and Rubbish Disposal). Emptying of trash receptacles and placement of refuse and recyclable materials into the trash enclosure receptacles shall occur only during the hours of 6:00 AM to 11:00 PM, daily. g. Bicycle Parking: The health/fitness center shall provide and maintain exterior bicycle parking as directed by the Community Development Director. h. Landscape Maintenance: All landscaping shall be maintained in compliance with Campbell Municipal Code Section 21.26.040 (Landscaping Maintenance Requirements) and Section 21.16.110.C.2 (Landscape Maintenance). Dead or unhealthy plants shall be replaced with healthy plants of the same or similar type. Conditions of Approval – 515 E. Hamilton Avenue Page 3 of 3 PLN-2022-25 ~ Conditional Use Permit i. Smoking: "No Smoking" signs shall be posted on the premises in compliance with CMC Section 6.11.060. j. Property Maintenance: All exterior areas of the business free from graffiti, trash, rubbish, posters and stickers placed on the property, in compliance with CMC Section 21.16.110 (Site Maintenance). k. Noise: Regardless of decibel level, no noise generated by the health/fitness center shall obstruct the free use of neighboring properties so as to unreasonably interfere with the comfortable enjoyment of the neighboring residents. In the event verified complaints are received by the City regarding such noise, the Community Development Director may immediately curtail the Hours of Operation, subject to commencement of a revocation hearing pursuant to Condition of Approval No. 7 (Revocation of Permit). l. Parking and Driveways: All parking and driveway areas shall be maintained in compliance with the standards provided in CMC Chapter 21.28 (Parking and Loading). 7. Revocation of Permit: Continue operation of the approved health/fitness center, is subject to Campbell Municipal Code Chapter 21.68 authorizing the appropriate decision- making body to modify or revoke a land use approval if it is determined that operation a use has become a nuisance to the City’s public health, safety or welfare or for violation of the Conditions of Approval or any standards, codes, or ordinances of the City of Campbell. At the discretion of the Community Development Director, if the property generates three (3) verifiable complaints related to violations of conditions of approval (e.g., noise, parking, etc.) within a twelve (12) month period, a public hearing before the Planning Commission may be scheduled to consider modifying conditions of approval or revoking the Minor Modification approval. The Community Development Director may commence proceedings for the revocation or modification of the Approval upon the occurrence of less than three (3) complaints if the Community Development Director determines that the alleged violation warrants such an action. In exercising this authority, the decision making body may consider the following factors, among others: a. The number and types of Police Department calls for service at or near the establishment that are reasonably determined to be a direct result of customer and/or employee actions; b. The number of complaints concerning the operation of an establishment regarding noise and/or other operational impacts. c. Violation of conditions of approval. PUBLIC WORKS DEPARTMENT 8. Additional Street Improvements: Should it be discovered after the approval process that new utility main lines, extra utility work or other work is required to service the project, and should those facilities or other work affect any public improvements, the City may add conditions to the project, at the discretion of the City Engineer, to restore pavement or other public improvements to the satisfaction of the City. Page 1 of 1 City Sports Club Tenant Improvement 515 E. Hamilton Ave. Campbell, CA 95008 Project Description We are requesting planning approval to adapt the existing Bed Bath and Beyond retail space of 40,326 sf, into a City sports Club fitness center use with the same SF. The new use will fit within the existing footprint of the existing building, with minimal exterior work, (such as 2 new exit doors, new mechanical systems and building signage). Hours of operation will vary. See schedule below. The project goal is to take a dark big box retailer and bring it back to life with a new use that will activate the existing center, as well as the city, and provide a much-needed use in the City of Campbell. The public benefits include eliminating a dark box, adding a vibrant new use with low impact on the community, providing a much-needed service to the neighborhood, adding a swimming pool as well as state of the art exercise equipment, Hot Yoga, work out areas, aerobics, cycling studios and new state of the art exercise equipment. The new club will provide the facilities as well as the opportunity for instruction and training, fostering a healthy lifestyle and a healthy community. Construction is anticipated to begin approximately on 10-30-2022 and complete approximately on 05/31/2023, depending on the entitlement review process time, among other factors. Balancing Functionality and Livability since 1995 w-trans.com TRAFFIC ENGINEERING TRANSPORTATION PLANNING November 10, 2022 Prepared for the City of Campbell Submitted by W-Trans Transportation Impact Analysis for the 515 East Hamilton Avenue Project i Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Table of Contents Executive Summary .................................................................................................................................................................. 1 Introduction ................................................................................................................................................................................. 3 Transportation Setting ............................................................................................................................................................. 5 Capacity Analysis ....................................................................................................................................................................... 9 Site Access and On-Site Circulation ................................................................................................................................. 29 Parking ........................................................................................................................................................................................ 31 Conclusions and Recommendations ............................................................................................................................... 35 Study Participants and References ................................................................................................................................... 36 Figures 1. Study Area and Lane Configurations ....................................................................................................................................... 4 2. Existing Traffic Volumes ............................................................................................................................................................. 11 3. Background Traffic Volumes .................................................................................................................................................... 13 4. Cumulative Traffic Volumes ...................................................................................................................................................... 15 5. Site Plan ............................................................................................................................................................................................ 16 6. Project Traffic Volumes ............................................................................................................................................................... 19 7. Existing plus Project Traffic Volumes .................................................................................................................................... 21 8. Background plus Project Traffic Volumes ........................................................................................................................... 22 9. Cumulative plus Project Traffic Volumes ............................................................................................................................. 24 Tables 1. Bicycle Facility Summary .............................................................................................................................................................. 7 2. Transit Routes .................................................................................................................................................................................... 8 3. Santa Clara VTA Level of Service Criteria ................................................................................................................................ 9 4. Existing Peak Hour Intersection Levels of Service ............................................................................................................ 12 5. Background Peak Hour Intersection Levels of Service ................................................................................................... 12 6. Cumulative Peak Hour Intersection Levels of Service .................................................................................................... 14 7. City Sports Club Traffic Survey and Trip Rate Calculation ............................................................................................ 18 8. Trip Distribution Assumptions................................................................................................................................................. 20 9. Existing and Existing plus Project Peak Hour Intersection Levels of Service ......................................................... 20 10. Background and Background plus Project Peak Hour Intersection Levels of Service ....................................... 23 11. Cumulative and Cumulative plus Project Peak Hour Intersection Levels of Service .......................................... 23 12. Left-Turn Vehicle Queuing at Hamilton Avenue/Almarida Drive .............................................................................. 26 13. Parking Occupancy Survey and Rate Calculation ............................................................................................................ 31 14. Parking Analysis Summary ........................................................................................................................................................ 31 15. City Code Requirements for Existing Land Uses ............................................................................................................... 32 16. City Code Requirements for Proposed Land Uses ........................................................................................................... 32 ii Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Appendices A. Traffic Counts B. Intersection Level of Service Calculations C. Driveway Survey Data D. VTA Auto Trip Reduction Statement E. Queuing Analysis F. Parking Survey and Parking Assessment Report 1 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Executive Summary The proposed project includes tenant improvements to convert approximately 40,326 square feet of vacant retail space at 515 East Hamilton Avenue into a City Sports Club fitness center. The trip generation estimated for the project includes an average of 1,809 net-new trips per day, with 99 a.m. peak hour trips and 171 p.m. peak hour trips. This estimated trip generation is based on surveys of several other nearby City Sports Club sites and accounts for trip reduction factors due to diverted link trips. The analysis addresses potential impacts at three study intersections: Hamilton Avenue/Almarida Drive, Hamilton Avenue/Salmar Avenue-State Route (SR) 17 South Off-Ramp, and Hamilton Avenue/Bascom Avenue. Under existing conditions, each of the study intersections are operating at acceptable Levels of Service. Each study intersection is expected to continue operating acceptably with project trips added under background conditions. Under the future cumulative condition, the intersection of Hamilton Avenue/Almarida Drive is expected to operate at acceptable service levels without or with the project. The intersection of Hamilton Avenue/Salmar Avenue-SR 17 South off-ramp and Hamilton Avenue/Bascom Avenue are forecasted to operate at an unacceptable LOS F during the p.m. peak hour and a.m. peak hour, respectively. The operation at Hamilton Avenue/Salmar Avenue-SR 17 South off-ramp is expected to deteriorate further with project trips added, which is considered an adverse effect per the operational requirements found in the Santa Clara County Congestion Management Program (CMP). To improve traffic operations and reduce the cumulative project effect at the Hamilton Avenue/Salmar Avenue- SR 17 South off-ramp intersection to an acceptable level, it is recommended that the southbound approach to the intersection be widened to provide three left-turn lanes, one through lane and one right-turn lane. Additionally, since this intersection is included in the CMP, the City and/or VTA may negotiate a financial contribution from the project sponsor per VTA’s Voluntary Contributions to Transportation Improvements program. Funds gathered under this program can be applied toward regional transportation improvements that are already planned or under development. The project to widen the southbound approach is currently listed on Santa Clara County’s Measure B list of potential projects. Queue lengths in the eastbound and southbound left-turn lanes approaching the Hamilton Avenue/Almarida Drive intersection were evaluated under the background and background plus project conditions based on a Poisson probability distribution model. The existing eastbound storage capacity is expected to be sufficient to accommodate additional traffic generated by the proposed project. In the southbound direction, the additional project traffic would result in queue lengths extending past the available storage space. To remedy this condition and provide continuous access to the project driveway, it is recommended that “Keep Clear” pavement markings be installed on southbound Almarida Drive at the southern project driveway. Assembly Bill 2097, effective January 1, 2023, will prohibit public agencies from imposing minimum parking requirements on any residential, commercial, or other development project that is located within one-half mile of public transit. Therefore, the discussion on parking contained herein is for informational purposes only. According to recent surveys conducted at several other nearby City Sports Club locations, the estimated parking demand for this project is 197 parking spaces; this is the average maximum demand for the nearby locations taking building size into account. Per the City Code require at least 746 parking spaces are required for the existing condition and 813 spaces for the proposed condition. The project is located in an existing parking lot with 610 spaces, which does not meet the Code requirements for either scenario. The parking lot is approximately one-quarter mile long from the southern edge to the northern edge, which makes certain areas of the lot more desirable to park in, especially since both buildings are closer to the southern edge. Parking surveys at the project parking lot and data obtained from a third-party report suggest that there is excess capacity within the lot, even in the southern portion. When the additional parking demand generated by the project is added to the existing maximum observed occupancy, a maximum parking occupancy of 305 spaces is anticipated, or 50 percent of the total 2 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 parking supply in the lot. Given the excess parking supply, it is not anticipated that overflow parking from the project parking lot would occur on adjacent streets and in nearby lots. Pedestrian, bicycle, and transit facilities on the project site and within the study area are adequate. The City Sports Club will be required to participate in VTA’s SmartPass program, providing transit passes to employees that wish to participate, based on the initial Conditions of Approval for the existing project site. A network of sidewalks, ramps, and crosswalks within the parking lot would continue to provide pedestrian access between parking spaces and all buildings within the lot. Ingress and egress would be provided via three existing driveways on Almarida Drive. Sight distances along Almarida Drive at all three driveways are adequate. The proposed on-site access and circulation would function acceptably for emergency response vehicles. 3 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Introduction This report presents an analysis of the potential transportation impacts and adverse operational effects that would be associated with development of a proposed fitness center to be located at 515 East Hamilton Avenue in the City of Campbell. The traffic study was completed in accordance with the criteria established by the City of Campbell and is consistent with standard traffic engineering techniques. Prelude The purpose of a traffic impact study is to provide City of Campbell staff and policy makers with data that they can use to make an informed decision regarding the potential traffic impacts of a proposed project, and any associated improvements that would be required in order to mitigate these impacts to a level of insignificance as defined by the City of Campbell’s General Plan or other policies. Vehicular effects on traffic operation are typically evaluated by determining the number of new trips that the proposed use would be expected to generate, distributing these trips to the surrounding street system based on existing travel patterns or anticipated travel patterns specific to the proposed project, then analyzing the effect the new traffic would be expected to have on critical intersections or roadway segments. Impacts relative to access for pedestrians, bicyclists, and to transit are also addressed. Also, the project is presumed to have a less-than-significant impact on vehicle miles traveled (VMT) based on City of Campbell policy as it would be located within one-half mile of an existing light-rail station and is considered local- serving retail given its size of less than 60,000 square feet. Project Profile The project as proposed includes tenant improvements to convert approximately 40,326 square feet of vacant retail space into a City Sports Club fitness center. The project site is located in an approximately seven-acre retail plaza at the northeast corner of the East Hamilton Avenue/Almarida Drive intersection. The project location is a component of a larger 50,595-square-foot building that is comprised of restaurant, retail, and education land uses. A 98,554-square-foot retail business occupies a separate building on the same lot. All businesses within the retail plaza share a parking lot with 610 spaces. Access to the lot is currently provided by three driveways on the east side of Almarida Drive, located approximately 350 feet, 630 feet, and 970 feet north of the intersection with East Hamilton Avenue. The project site is located at 515 East Hamilton Avenue, as shown in Figure 1. Transportation Impact Analysis for the 515 East Hamilton Avenue Project cmp038.ai 9/22 Not to Scale David Ave 1 2 3 Project Site Figure 1 – Study Area and Lane Conögurations Study Intersection LEGEND 3 S Bascom Ave1Almarida Dr 2 SR 17 SB Ramps Salmar Ave 5 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Transportation Setting Operational Analysis Study Area and Periods The study area includes the following intersections, with locations that are included in the Santa Clara County Congestion Management Program (CMP) network indicated: 1. Hamilton Avenue/Almarida Drive 2. Hamilton Avenue/Salmar Avenue/State Route 17 South Off-Ramp (CMP) 3. Hamilton Avenue/Bascom Avenue (CMP) Operating conditions during the weekday a.m. and p.m. peak hours were evaluated to capture the highest potential impacts for the proposed project as well as the highest volumes on the local transportation network. The morning peak hour occurs between 7:00 and 9:00 a.m. and reflects conditions during the home to work or school commute, while the p.m. peak hour occurs between 4:00 and 6:00 p.m. and typically reflects the highest level of congestion during the homeward bound commute. The a.m. and p.m. peak periods for the following scenarios were evaluated: 1. Existing Conditions. Existing peak hour volume, lane geometry, and traffic control (e.g., signal timing, signal phasing, etc.). 2. Existing plus Project Conditions. Existing peak hour volumes plus project-generated trips estimated for the proposed City Sports Club fitness center. 3. Background Conditions. (Existing plus Planned by Not Yet Built Projects). Existing peak hour volumes plus trips from planned but not yet constructed developments in the study area vicinity. Since the project site was occupied at the time of the traffic counts, this scenario also includes trips associated with the prior use on the site (a discount home superstore). 4. Background Plus Project Conditions. (Existing plus Planned plus Project). Background Condition volumes plus project-generated trips estimated for the proposed City Sports Club fitness center. This condition does not include trips associated with the prior use on the site (a discount home superstore). 5. Cumulative Conditions. Existing peak hour volumes plus anticipated forecasted growth for the year 2040 derived from the Santa Clara County Travel Demand Model. 6. Cumulative Plus Project Conditions. Cumulative Year Condition volumes minus trips associated with the prior use on the site (a discount home superstore) plus Project-generated trips estimated for the proposed City Sports Club fitness center. Roadway Network Regional Roadway Network Within the study area, regional access is provided primarily by SR 17 as described below. 6 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 SR 17 is a four- to eight-lane north-south State highway extending between SR 1 in Santa Cruz and I-280 in San Jose. North of I-280, SR 17 transitions into I-880 to Oakland. Access to the study area is provided via the interchange Hamilton Avenue. Local Roadway Network The study area is served by a network of arterials, collectors, and local streets. Through traffic is generally served by arterial streets, while collector streets connect arterials to local streets and land uses. Local streets provide direct access to land uses. These roadways are summarized below: Almarida Drive is a two-lane north-south local street that provides access between Hamilton Avenue and the Hamann Park neighborhood. The posted speed limit on this street is 25 mph. All of the project driveway access points are on Almarida Drive. Bascom Avenue is a six-lane north-south principal arterial within the study area. It provides access between the cities of Santa Clara and Los Gatos. Bascom Avenue has a posted speed limit of 35 mph. Creekside Way is a two-lane north-south collector that provides access between Hamilton Avenue and Campisi Way. The terminus off-ramp intersection from northbound SR-17 connects to Creekside Way. This street has a posted speed limit of 30 mph. Hamilton Avenue is a six-lane east-west principal arterial roadway that provides access between Saratoga Avenue and San Jose where it transitions to become Pine Avenue east of Hicks Avenue. Hamilton Avenue has a posted speed limit of 35 mph. Winchester Boulevard is a north-south arterial roadway extending from Santa Clara southward to Los Gatos. The segment of Winchester Boulevard within the study area consists of four lanes (two lanes in each direction) plus a two-way left-turn lane (TWLTL). The posted speed limit for Winchester Boulevard is 35 mph for the segment north of Hamilton Avenue and 30 mph for the segment south of Hamilton Avenue. Study Intersections Hamilton Avenue/Almarida Drive is a signalized intersection with permitted left-turn phasing on Almarida Drive and protected left-turn phasing for Hamilton Avenue. Pedestrian crosswalks and phasing are provided on all four legs. Hamilton Avenue/Salmar Avenue-SR 17 South Off-Ramp is a signalized intersection with split-phase operation along SR 17-Salmar Avenue and protected left-turn operation for westbound Hamilton Avenue. Pedestrian crosswalks and signal phasing are provided on the north, south and west legs only. This intersection is part of the Santa Clara County Congestion Management Program network. Hamilton Avenue/Bascom Avenue is a signalized intersection with protected left-turn phasing on all four approaches. Pedestrian refuge islands and crosswalks exist on all four corners. All right turns are channelized by “pork-chop” islands. This intersection is part of the Santa Clara County Congestion Management Program network. The locations of the study intersections and the existing lane configurations and controls are shown in Figure 1. Alternative Modes Given the proximity of residential and commercial land uses surrounding the site, it is reasonable to assume that some patrons and employees would want to walk, bicycle, and/or use transit to reach the project site. 7 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Pedestrian Facilities Pedestrian facilities include sidewalks, crosswalks, pedestrian signal phases, curb ramps, and various streetscape amenities such as lighting, benches, etc. In general, a network of sidewalks, crosswalks, pedestrian signals, and curb ramps provide access for pedestrians in the vicinity of the proposed project site. There are no existing gaps or obstacles along the connecting roadways that impact convenient and continuous access for pedestrians. • Hamilton Avenue – Continuous sidewalk coverage is provided on Hamilton Avenue on both sides of the street within the study area. Curb ramps and crosswalks are provided at side street approaches near the project site. • Almarida Drive – Continuous sidewalks are provided on both sides of Almarida Drive. Lighting is provided by overhead streetlights on both sides of the road. Curb ramps and crosswalks at side street approaches are intermittent. Bicycle Facilities The Highway Design Manual, Caltrans, 2020, classifies bikeways into four categories: • Class I Multi-Use Path – a completely separated right-of-way for the exclusive use of bicycles and pedestrians with cross flows of motorized traffic minimized. • Class II Bike Lane – a striped and signed lane for one-way bike travel on a street or highway. • Class III Bike Route – signing only for shared use with motor vehicles within the same travel lane on a street or highway. • Class IV Bikeway – also known as a separated bikeway, a Class IV Bikeway is for the exclusive use of bicycles and includes a separation between the bikeway and the motor vehicle traffic lane. The separation may include, but is not limited to, grade separation, flexible posts, inflexible physical barriers, or on-street parking. In the project area, Class II bike lanes exist on Hamilton Avenue between Campbell Avenue and SR 17, on Bascom Avenue between Fruitdale Avenue and Hamilton Avenue, on Campbell Avenue between Saratoga Avenue and Winchester Boulevard, and intermittently on Winchester Boulevard between Hacienda Avenue and Payne Avenue. Bicyclists ride in the roadway and/or on sidewalks along all other streets within the project study area. Table 1 summarizes the existing bicycle facilities in the project vicinity; no additional future facilities are proposed. Table 1 – Bicycle Facility Summary Status Facility Class Length (miles) Begin Point End Point Existing Los Gatos Creek Trail I 9.70 Lexington Reservoir (Los Gatos) Meridian Ave (San Jose) Hamilton Ave II 2.86 Campbell Ave (San Jose) State Route 17 Bascom Ave II 1.23 Fruitdale Ave (San Jose) Hamilton Ave Bascom Ave III 0.74 Hamilton Ave Apricot Ave Campbell Ave II 2.48 Saratoga Ave (San Jose) Winchester Blvd Winchester Blvd II 1.00 Campbell Ave Payne Ave (San Jose) Winchester Blvd III 0.45 Budd Ave Campbell Ave Winchester Blvd II 0.90 Hacienda Ave Budd Ave Winchester Blvd III 1.27 Lark Ave (Los Gatos) Hacienda Ave Source: Santa Clara Countywide Bicycle Plan, Santa Clara Valley Transportation Authority, 2018 8 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Transit Facilities The Santa Clara Valley Transportation Authority (VTA) provides fixed route bus service and light rail train service in Santa Clara County. Two bicycles can be carried on VTA light rail trains and most VTA buses. Bike rack space is on a first come, first served basis. Additional bicycles are allowed on VTA buses at the discretion of the driver. Existing transit routes are summarized in Table 2. Table 2 – Transit Routes Transit Agency Route Distance to Stop (mi)1 Service Connection Days of Operation Time Frequency (arrivals/hr/dir) VTA Route #56 0.18 Weekday Saturday Sunday 5:22 AM - 10::40 PM 6:23 AM – 9:15 PM 7:52 AM - 8:16 PM 2 2 2 Sunnyvale, Cupertino, Campbell Route #60 0.54 Weekday Saturday Sunday 5:49 AM - 10:51 PM 6:10 AM - 10:46 PM 7:00 AM - 9:14 PM 4 2 2 Santa Clara Transit Center Route #61 0.58 Weekday Saturday Sunday 5:20 AM - 10:51 PM 6:10 AM - 10:46 PM 7:00 AM - 9:14 PM 2 - 3 2 2 Campbell, San Jose, BART, SJC Green Line 0.28 Weekday Saturday Sunday 5:44 AM - 12:42 AM 6:23 AM - 12:34 AM 6:23 AM - 11:05 PM 2 - 3 2 2 Campbell, San Jose, Sunnyvale, SJC Note: 1 Defined as the shortest distance between the project site and the nearest transit stop Source: VTA Main System Map, Valley Transportation Authority, 2022 Dial-a-ride, also known as paratransit, or door-to-door service, is available for those who are unable to independently use the transit system due to a physical or mental disability. VTA Paratransit is designed to serve the needs of individuals with disabilities within the City of Campbell and greater Santa Clara County. 9 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Capacity Analysis Intersection Level of Service Methodologies Level of Service (LOS) is used to rank traffic operation on various types of facilities based on traffic volumes and roadway capacity using a series of letter designations ranging from A to F. Generally, Level of Service A represents free flow conditions and Level of Service F represents forced flow or breakdown conditions. A unit of measure that indicates a level of delay generally accompanies the LOS designation. All of the study intersections were evaluated using the signalized intersection methodology published in the Traffic Level of Service Analysis Guidelines, Santa Clara County Transportation Authority, Congestion Management Program, 2003. This methodology is based on the signalized methodology published in the Highway Capacity Manual (HCM), Transportation Research Board, 2000, which has been modified for use in Santa Clara County using the TRAFFIX analysis software. This methodology is based on factors including traffic volumes, green time for each movement, phasing, whether or not the signals are coordinated, truck traffic, and pedestrian activity. Average stopped delay per vehicle in seconds is used as the basis for evaluation in this LOS methodology. Since the Traffic Level of Service Analysis Guidelines do not include a procedure for including “U-turns” as part of the intersection level of service methodology, all U-turn movements at intersections were treated as being similar to left-turns and thus were analyzed as a combined value. VTA has adopted modified default values for HCM analysis as well as modified LOS thresholds. These modified default values were applied to all study intersections. The City of Campbell employs the CMP default values for the analysis parameters. The VTA-approved LOS thresholds are indicated in Table 3. Table 3 – Santa Clara VTA Level of Service Criteria LOS Control Delay (sec per veh) Description A delay ≤ 10.0 Free Flow; minimal to no delay. B+ 10.0 < delay ≤ 12.0 Stable flow, but speeds are beginning to be restricted by traffic conditions; slight delays B 12.0 < delay ≤ 18.0 B- 18.0 < delay ≤ 20.0 C+ 20.0 < delay ≤ 23.0 Stable flow, but most drivers cannot select their own speeds and feel somewhat restricted; acceptable delays. C 23.0 < delay ≤ 32.0 C- 32.0 < delay ≤ 35.0 D+ 35.0 < delay ≤ 39.0 Approaching unstable flow, and drivers have difficulty maneuvering; tolerable delays. D 39.0 < delay ≤ 51.0 D- 51.0 < delay ≤ 55.0 E+ 55.0 < delay ≤ 60.0 Unstable flow with stop and go; delays. E 60.0 < delay ≤ 75.0 E- 75.0 < delay ≤ 80.0 F delay > 80.0 Total breakdown; congested conditions with excessive delays. Reference: Traffic Level of Service Analysis Guidelines, Santa Clara Valley Transportation Authority, 2003 10 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Traffic Operation Standards The City of Campbell has established criteria to determine the level of significance of traffic impacts based on standards set by the Santa Clara County Congestion Management Program (CMP) in the Transportation Impact Analysis Guidelines, adopted in October 2014. For intersections in the CMP network, a traffic impact is considered adverse if: • The addition of project-generated traffic causes operation of an intersection to deteriorate from an acceptable level of service (LOS E or better) to LOS F, or • For intersections operating at LOS F under background or cumulative conditions, the project condition increases the average control delay for critical movements by four seconds or more and project traffic increases the critical volume-to-capacity (v/c)1 ratio by 0.01 or more. For local intersections not on the CMP network, a traffic impact is considered adverse if: • The addition of project-generated traffic causes operation of an intersection to deteriorate from an acceptable level of service (LOS D or better) to LOS E or LOS F, or • For intersections where LOS E operation has been established as acceptable, the project condition causes operation to deteriorate from LOS E to LOS F. Existing Conditions The Existing Conditions scenario provides an evaluation of current operation based on existing traffic volumes during the 7:00 to 9:00 a.m. and 4:00 to 6:00 p.m. peak periods. This condition does not include project-generated traffic volumes. Traffic volume data was collected on October 4, 2018, while local schools were in session. These counts were adjusted to approximate traffic demands in 2022 without the effect of the COVID-19 pandemic. To approximate the existing condition peak hour volumes, peak hour roadway segment forecasts from the Santa Clara Countywide Travel Demand Model for roadways in the vicinity of the study area were used to develop existing condition peak hour traffic volumes. Comparison of 2015 and 2040 growth forecasts (roadway segment link volumes) indicates an annual growth rate of 1.10 percent for the a.m. peak hour and 1.75 percent for the p.m. peak hour. These growth rates account for the change in traffic volume attributable to land use changes documented in the General Plans for all cities within Santa Clara County and surrounding areas. Existing traffic volumes were estimated using the peak hour traffic volumes gathered in October 2018 plus the four-year projected growth between 2018 and 2022 using the previously derived growth rates. Copies of the traffic count data sheets are provided in Appendix A. Under existing conditions, all study intersections are operating at acceptable Levels of Service during the a.m. and p.m. peak hours. A summary of existing intersection Level of Service calculations is contained in Table 4, existing traffic volumes are shown in Figure 2, and copies of the Level of Service calculations (including a summary table of results showing changes in v/c ratio and average critical delay) are provided in Appendix B. 1 Volume-to-Capacity (v/c) is a measure that reflects the mobility and quality of travel within a roadway facility. It compares the number of vehicles using the roadway to the theoretical capacity of that facility. For example, a v/c of 1.00 indicates the facility is operating at its capacity. Transportation Impact Analysis for the 515 East Hamilton Avenue Project cmp038.ai 9/22 Not to Scale David Ave 1 2 3 Project Site Figure 2 – Existing Traffic Volumes (xx) PM Peak Hour Volume xx AM Peak Hour Volume Study Intersection LEGEND (72) 26 (1976)1670 (17) 13 171 (226) 2511(2185) 23 (30) 1 (2033)1882 (50) 16 538 (419) 1727(1271) 133 (186) 2 459 (204) 1587(1038) 157 (279) (497)166 (1819)859 (580)596 3 12 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Table 4 – Existing Peak Hour Intersection Levels of Service Study Intersection AM Peak PM Peak Avg Delay LOS Avg Delay LOS 1. Hamilton Ave/Almarida Dr 21.4 C+ 22.7 C+ 2. Hamilton Ave/Salmar Ave-SR 17 SB Off-Ramp (CMP) 37.6 D+ 50.3 D 3. Hamilton Ave/Bascom Ave (CMP) 59.0 E+ 51.5 D- Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service Background Conditions Background operating conditions include existing vehicle turning movements plus trips from approved or pending developments in the study area. It was assumed that the transportation network would be the same under Background Conditions as under Existing Conditions; in other words, it was assumed that no capacity enhancements or operational improvements would be made at any of the study intersections. The following nearby approved or pending projects were identified by City of Campbell staff: • Bascom Gateway Mixed-Use Development • Campbell Creekside Center • Cresleigh Homes Mixed-Use Development • Daycare Center at 1522 Winchester Boulevard • Franciscan Apartment Expansion • High-Turnover Restaurant at 499 East Hamilton Avenue • Office Building at 95 Hamilton Avenue • Opa Restaurant Expansion • Pruneyard Shopping Center Expansion – Phases 3 & 4 With traffic generated by each of these projects added to existing volumes, all of the study intersections are expected to continue operating at acceptable service levels. Background volumes are shown in Figure 3 and background intersection Levels of Service are summarized in Table 5. Table 5 – Background Peak Hour Intersection Levels of Service Study Intersection AM Peak PM Peak Avg Delay LOS Avg Delay LOS 1. Hamilton Ave/Almarida Dr 23.0 C 24.3 C 2. Hamilton Ave/Salmar Ave-SR 17 SB Off-Ramp (CMP) 45.7 D 57.9 E+ 3. Hamilton Ave/Bascom Ave (CMP) 69.8 E 54.1 D- Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service Cumulative Conditions Cumulative operating conditions were estimated using the peak hour traffic volumes gathered in October 2018 plus the 22-year projected growth between 2018 and 2040 using the previously described growth rates derived from the Santa Clara County Travel Demand model. The growth rate based on the County Travel Demand model accounts for any potential future developments not yet identified or approved, as well as overall regional traffic growth. Use of the Santa Clara County Travel Demand model is consistent with Section 11.1.2 of the VTA TIA Guidelines and provides a reasonable growth profile for expected traffic demands for the future year analysis. Transportation Impact Analysis for the 515 East Hamilton Avenue Project cmp038.ai 9/22 Not to Scale David Ave 1 2 3 Project Site Figure 3 – Background Condition Traffic Volumes (xx) PM Peak Hour Volume xx AM Peak Hour Volume Study Intersection LEGEND (89) 40 (2052)1737 (17) 13 188 (250) 2607(2306) 23 (30) 1 (2142)1969 (51) 35 540 (467) 1816(1392) 135 (188) 2 479 (214) 1622(1060) 174 (303) (510)179 (1851)877 (687)757 3 14 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 It was assumed that the transportation network would be the same under cumulative conditions as under existing conditions; in other words, it was assumed that there are no plans for any improvements at any of the study intersections. Under the anticipated Cumulative volumes, two of the three study intersections would be expected to operate at unacceptable Levels of Service; Hamilton Avenue/Salmar Avenue-SR 17 South off-ramp and Hamilton Avenue/Bascom Avenue, which would be expected to operate at LOS F during the p.m. peak hour and a.m. peak hours, respectively. Cumulative traffic volumes are shown in Figure 4. The cumulative operating conditions are summarized in Table 6. Table 6 – Cumulative Peak Hour Intersection Levels of Service Study Intersection AM Peak PM Peak Avg Delay LOS Avg Delay LOS 1. Hamilton Ave/Almarida Dr 24.9 C 28.3 C 2. Hamilton Ave/Salmar Ave-SR 17 SB Off-Ramp (CMP) 63.6 E 106.8 F 3. Hamilton Ave/Bascom Ave (CMP) 87.7 F 74.0 E Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service, Unacceptable LOS in BOLD. Project Description The project as proposed includes tenant improvements to convert approximately 40,326 square feet of vacant retail space into a City Sports Club fitness center. The site of the proposed project is located in an approximately seven-acre shared retail plaza at the northeast corner of the East Hamilton Avenue/Almarida Drive intersection. Access to the retail plaza’s parking lot is currently provided by three driveways on the east side of Almarida Drive, located approximately 315 feet, 600 feet, and 915 feet north of the East Hamilton Avenue/Almarida Drive intersection. The proposed project site plan is shown in Figure 5. Trip Generation Standard rates published by the Institute of Transportation Engineers (ITE) in Trip Generation Manual, 11th Edition, 2021 for “Health/Fitness Club” (ITE LU #492) were examined for potential use to predict the potential number of project trips. Due to low sample size, the data published by ITE may not accurately reflect actual conditions. To identity appropriate trip generation rates, three similar City Sports Club locations throughout the Bay Area were surveyed. Survey data used for this effort was gathered in June 2022. To represent typical weekday conditions, the surveys dates were chosen to occur on a typical weekday. Specific square footage of each survey site was determined via an online search based on publicly available data. At each location, the surveys included a count of total vehicle trips entering and leaving the site from 4:30 a.m. to 11:30 p.m., representing a full day’s operation. City Sports Club sites located within larger retail centers with shared parking lots were excluded from these surveys since individual vehicle trips cannot be accurately tracked in a shared parking lot environment. Thus, each survey site has a well-defined parking lot with physical barriers providing separation between parking activity from neighboring land uses. Each site is also located within a commercial corridor on a major arterial roadway. As such, these characteristics are similar to the proposed site on East Hamilton Avenue in Campbell. Summaries of the site surveys are provided in Appendix C. These surveys were conducted on Tuesday, June 28, 2022, at the following City Sports Club locations with the size of each location shown: 1. Hayward – 2401 Whipple Road (41,378 square feet) Transportation Impact Analysis for the 515 East Hamilton Avenue Project cmp038.ai 9/22 Not to Scale David Ave 1 2 3 Project Site Figure 4 – Cumulative Condition Traffic Volumes (xx) PM Peak Hour Volume xx AM Peak Hour Volume Study Intersection LEGEND (95) 32 (2599)2001 (23) 16 205 (298) 3009(2874) 28 (40) 1 (2674)2255 (66) 20 645 (551) 2069(1672) 160 (245) 2 550 (269) 1902(1365) 189 (367) (654)199 (2392)1030 (763)715 3 Transportation Impact Analysis for the 515 East Hamilton Avenue Project cmp038.ai 9/22 Not to Scale Source: AO Architecture. Design. Relationships. 03/2022 Figure 5 – Site Plan 17 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 2. San Jose – 5155 Cherry Avenue (45,000 square feet) 3. Sunnyvale – 1165 East Arques Avenue (45,046 square feet) The average observed a.m. and p.m. peak hour trip rates for the surveyed locations are greater than the rates published by ITE for “Health/Fitness Club” (ITE LU #492). Since the observed rates are higher, and more conservative than those published in the ITE Trip Generation Manual, these were used to calculate the expected trip potential for the project. For the “Health/Fitness Club” land use, ITE does not provide a daily trip generation rate. As this information would not be used in operational analyses, it is included for information purposes only based on the three surveyed locations. Trip Reduction Factor Some portion of traffic associated with Health/Fitness Club uses is drawn from existing traffic on nearby streets. These vehicle trips are not considered "new," but are instead comprised of drivers who are already driving on the adjacent street system and choose to make an interim stop and are referred to as “pass-by” or “diverted link”. It is likely that some trips would be made by those that were already on adjacent streets (e.g., from those that visit the site on the way to or from work) or some trips may also be attributed to a shift in one’s fitness club membership from other existing clubs to this proposed club. Lastly, since the project is located close to a residential area (such as The Franciscan Apartments) as well as the Hamilton Light Rail Station, some patrons may choose a non- automobile mode (such as walking or riding a bicycle) to travel to the project. The percentage of these reduced trips were developed based on information published in the Los Angeles Department of Transportation (LADOT) Transportation Assessment Guidelines2 and the 2003 ITE Trip Generation Handbook. This Handbook suggests that an appropriate reduction rate for a health/fitness club is 29 percent. However, a more conservative rate of 20 percent was used for this study. This reduction is consistent with the recommended factor used by the LADOT. This rate was applied as a deduction to the overall trips generated by the project. At the proposed project, trip reductions would in essence be “captured” from traffic on nearby streets. It is noted that the application of a 20-percent reduction is consistent with VTA guidelines which state that pass- by or diverted link trip reductions may only be taken for commercial land uses and should not be more than 30 percent. VTA guidelines do not provide specific guidance for fitness facilities and therefore guidance from LADOT was referenced and applied. A copy of the VTA Auto Trip Reduction Statement is provided in Appendix D. Total Project Trips Because the site was occupied by a Bed, Bath, and Beyond store when the traffic counts were conducted, the trip generation for “Discount Home Furnishing Superstore” (ITE LU #869) was used to estimate the existing trips at the site as this land use most closely matches the proposed project. These existing trips would be removed from the road network with the completion of the project and have therefore been subtracted out. Based on application of these assumptions, the proposed project is expected to generate an average of 1,809 net-new trips per day, with 99 a.m. peak hour trips and 171 p.m. peak hour trips. These results are summarized in Table 7. 2 https://ladot.lacity.org/sites/default/files/2020-07/ta_guidelines_all-sections_2020.07.04_attachments.pdf 18 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Table 7 – City Sports Club Traffic Survey and Trip Rate Calculation ID Survey Location Size (ksf)1 Daily AM Peak Hour PM Peak Hour Rate (Calc’d) Trips2 Rate (Calc’d) Trips2 In Out Rate (Calc’d) Trips2 In Out A. 2401 Whipple Rd, Hayward 41.378 72.67 3,007 2.73 113 58 55 6.62 274 157 117 B. 5155 Cherry Ave, San Jose 45.000 69.82 3,142 2.91 131 46 85 5.91 266 148 118 C. 1165 E Arques Ave, Sunnyvale 45.046 100.79 4,540 5.62 253 127 126 9.19 414 232 182 D. Survey Average3 43.808 81.09 3,563 3.75 165.7 77.0 88.7 7.24 318.0 179.0 139.0 E. 515 E. Hamilton Ave (Proposed) 40.326 81.09 3,270 3.75 152 70 82 7.24 292 164 128 20% reduction -654 -30 -14 -16 -58 -33 -25 F. Existing Bed Bath & Beyond Store 40.326 -20.00 -807 -0.57 -23 -15 -8 -1.57 -63 -34 -29 G. Total Net-New Trips 1,809 99 41 58 171 97 74 Reference Purposes Only (No Trip Credits Applied) H. Health/Fitness Club 40.326 - - 1.31 53 27 26 3.45 140 79 61 Notes: 1) ksf = 1,000 square feet 2) Number of Trips is calculated by multiplying the size with the rate (e.g., 41.378 x 72.67 = 3,007). 3) Survey Average (D = (A+B+C)/3) Trip Distribution Volume data from the most recent version of the City of Campbell’s Travel Demand Model were used to estimate trip distribution patterns within the study area by comparing relative traffic on major roadways and then applying manual adjustments based on knowledge of the area. The applied distribution assumptions and resulting trips are shown in Table 8. Project traffic volumes are shown in Figure 6. Transportation Impact Analysis for the 515 East Hamilton Avenue Project cmp038.ai 9/22 Not to Scale David Ave 1 2 3 Project Site Figure 6 – Project Traffic Volumes (24)10 29(67) 1 (51)40 (1) 1 20(46) 2 (xx) PM Peak Hour Volume xx AM Peak Hour Volume Study Intersection LEGEND 6(14) (12)9 (11)9 (8)6 3 20 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Table 8 – Trip Distribution Assumptions Route Percent Daily Trips AM Trips PM Trips To/From the north via Winchester Blvd 7% 127 7 12 To/From the north via Almarida Dr 3% 54 3 5 To/From the west via Hamilton Ave 13% 235 13 22 To/From the south via Winchester Blvd 5% 90 5 9 To/From the east via Hamilton Ave 14% 253 14 24 To/From the north via Bascom Ave 10% 181 10 17 To/From the south via Bascom Ave 15% 272 14 25 To/From the south via Central Ave 3% 54 3 5 To/From the south via Salmar Ave 1% 18 1 2 To/From the north via SR 17 21% 380 21 36 To/From the south via SR 17 8% 145 8 14 TOTAL 100% 1,809 99 171 Intersection Operation Existing plus Project Conditions Upon the addition of project-related traffic to the Existing volumes, all of the study intersections are expected to continue operating at the same Levels of Service as without the project-generated trips, except at the intersections of Hamilton Avenue/Almarida Drive and Hamilton Avenue/Salmar Avenue-SR 17 South off-ramp which degrades from LOS C+ to C and LOS D to D-, respectively. These results are summarized in Table 9. Existing plus Project traffic volumes are shown in Figure 7. Table 9 – Existing and Existing plus Project Peak Hour Intersection Levels of Service Study Intersection Existing Conditions Existing + Project AM Peak PM Peak AM Peak PM Peak Avg Delay LOS Avg Delay LOS Avg Delay LOS Avg Delay LOS 1. Hamilton Ave/Almarida Dr 21.4 C+ 22.7 C+ 23.2 C 25.5 C 2. Hamilton Ave/Salmar Ave-SR 17 SB Off-Ramp (CMP) 37.6 D+ 50.3 D 37.8 D+ 51.1 D- 3. Hamilton Ave/Bascom Ave (CMP) 59.0 E+ 51.5 D- 59.6 E+ 51.8 D- Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service Finding – The study intersections are expected to continue operating at acceptable Levels of Service upon the addition of project-generated traffic to existing volumes. Background plus Project Conditions Upon the addition of project-related traffic to the Background condition volumes, all the study intersections are expected to continue operating at the same Levels of Service as without the project-generated trips. These results are summarized in Table 10. Background plus Project traffic volumes are shown in Figure 8. Transportation Impact Analysis for the 515 East Hamilton Avenue Project cmp038.ai 9/22 Not to Scale David Ave 1 2 3 Project Site Figure 7 – Existing plus Project Traffic Volumes (xx) PM Peak Hour Volume xx AM Peak Hour Volume Study Intersection LEGEND (96) 36 (1976)1670 (17) 13 200 (293) 2511(2185) 23 (30) 1 (2084)1922 (51) 17 538 (419) 1747(1317) 133 (186) 2 459 (204) 1593(1052) 157 (279) (509)175 (1830)868 (588)602 3 Transportation Impact Analysis for the 515 East Hamilton Avenue Project cmp038.ai 9/22 Not to Scale David Ave 1 2 3 Project Site Figure 8 – Background plus Project Traffic Volumes (xx) PM Peak Hour Volume xx AM Peak Hour Volume Study Intersection LEGEND (113) 50 (2052)1737 (17) 13 217 (317) 2607(2306) 23 (30) 1 (2193)2009 (52) 36 540 (467) 1836(1438) 135 (188) 2 479 (214) 1628(1074) 174 (303) (522)188 (1862)886 (695)763 3 23 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Table 10 – Background and Background plus Project Peak Hour Intersection Levels of Service Study Intersection Background Conditions Background + Project AM Peak PM Peak AM Peak PM Peak Avg Delay LOS Avg Delay LOS Avg Delay LOS Avg Delay LOS 1. Hamilton Ave/Almarida Dr 23.0 C 24.3 C 25.0 C 27.1 C 2. Hamilton Ave/Salmar Ave-SR 17 SB Off-Ramp (CMP) 45.7 D 57.9 E+ 46.3 D 59.8 E+ 3. Hamilton Ave/Bascom Ave (CMP) 69.8 E 54.1 D- 70.8 E 54.7 D- Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service Finding – The study intersections are expected to continue operating at acceptable Levels of Service upon the addition of project-generated traffic to Background volumes. Cumulative plus Project Conditions Upon adding project-generated traffic to the Cumulative condition volumes, all the study intersections are generally expected to continue operating at the same Levels of Service as without the project-generated trips, except that the intersection of Hamilton Avenue/Bascom Avenue would change from LOS E to LOS E- during the p.m. peak hour, which is considered to be an acceptable condition under the traffic operation standards described in the VTA Transportation Impact Analysis Guidelines. The Cumulative plus Project operating conditions are summarized in Table 11. Cumulative plus Project traffic volumes are shown in Figure 9. Table 11 – Cumulative and Cumulative plus Project Peak Hour Intersection Levels of Service Study Intersection Cumulative Conditions Cumulative + Project AM Peak PM Peak AM Peak PM Peak Avg Delay LOS Avg Delay LOS Avg Delay LOS Avg Delay LOS 1. Hamilton Ave/Almarida Dr 24.9 C 28.3 C 27.0 C 32.4 C- 2. Hamilton Ave/Salmar Ave-SR 17 SB Off-Ramp (CMP) 63.6 E 106.8 F 64.6 E 110.1 F With Southbound Approach Widening - - - - 51.2 D- 79.4 E- 3. Hamilton Ave/Bascom Ave (CMP) 87.7 F 74.0 E 89.1 F 75.3 E- Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service, Unacceptable LOS in BOLD The intersection of Hamilton Avenue/Salmar Avenue-SR 17 South off-ramp would operate at an unacceptable LOS F during the p.m. peak hour with or without the addition of project-generated vehicle trips. The addition of project-generated trips would increase the volume-to-capacity ratios by more than 0.01 and increase the average control delay for critical movements by more than four seconds. Therefore, the project’s contribution would result in an adverse condition at this intersection. Refer to Appendix B for a summary of project effects on volume-to- capacity ratio and critical delay. The intersection of Hamilton Avenue/Bascom Avenue would operate at LOS F during the a.m. peak hour with or without the project. However, this is not considered an adverse condition per VTA Transportation Impact Analysis Guidelines, as both the volume-to-capacity ratio would not increase by more than 0.01, and the average control delay for critical movements would not increase by more than four seconds. Refer to Appendix B for a summary of project effects on volume-to-capacity ratio and critical delay. Transportation Impact Analysis for the 515 East Hamilton Avenue Project cmp038.ai 9/22 Not to Scale David Ave 1 2 3 Project Site Figure 9 – Cumulative plus Project Traffic Volumes (xx) PM Peak Hour Volume xx AM Peak Hour Volume Study Intersection LEGEND (119) 42 (2599)2001 (23) 16 234 (365) 3009(2874) 28 (40) 1 (2725)2295 (67) 21 645 (551) 2089(1718) 160 (245) 2 550 (269) 1908(1379) 189 (367) (666)208 (2403)1039 (771)721 3 25 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Findings – Based on the traffic operation standards described in the Santa Clara County Congestion Management Program, the project would have an adverse effect at the intersection of Hamilton Avenue/Salmar Avenue-SR 17 South off-ramp. Recommendations: The recommended improvement measure for the intersection of Hamilton Avenue/Salmar Avenue-SR 17 South off-ramp is to widen the southbound approach to include three left-turn lanes, one through lane and one right-turn lane. Additionally, since this intersection is included in the Santa Clara County Congestion Management Program (CMP), the City and/or VTA may negotiate a financial contribution from the project sponsor per VTA’s Voluntary Contributions to Transportation Improvements program. Funds gathered under this program can be applied toward regional transportation improvements that are already planned or under development. It is noted that the City intends to include a financial contribution in the condition of approval equivalent to the project’s fair-share to be put towards the planned SR 17 ramp widening project. The project to widen the southbound approach has been previously identified as a desirable improvement, regardless of the proposed project, and is currently listed on Santa Clara County’s Measure B3 list of potential projects. With this improvement measure, the change in operation at this intersection would improve to within the established traffic operation standards for the Santa Clara County Congestion Management Program. Intersection Queuing For the Background and Background plus Project scenarios, the projected average (50th percentile) queue and 95th percentile4 queue lengths were evaluated for key movements at the intersection of Hamilton Avenue/Almarida Drive. These queue lengths were estimated using a Poisson probability distribution method which can be summarized by these three steps: 1. The Poisson probability distribution was used to estimate the average (50th) and 95th percentile number of queued vehicles per signal cycle length for the left-turn movements; 2. The number of left-turning vehicles in the queue was determined assuming 25 feet per vehicle; and 3. The resulting queue length was compared to the existing available storage capacity. An evaluation of the queue lengths is not a requirement contained in the VTA TIA Guidelines but is provided for informational purposes only. Summarized in Table 12 are the predicted queue lengths for key left-turn movements at the intersection of Hamilton Avenue/Almarida Drive. Copies of the queue worksheets are included in Appendix E. 3 Santa Clara County voters have approved 2016 Measure B, a 30-year, half-cent countywide sales tax to enhance transit, highways, expressways, and active transportation (bicycles, pedestrians and complete streets). 4 The 95th-percentile queue is defined to be the queue length (in number of vehicles) that has a 5-percent probability of being exceeded during the analysis time period. It is a useful parameter for determining the appropriate length of turn pockets, but it is not typical of what an average driver would experience. 26 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Table 12 – Left-Turn Vehicle Queuing at Hamilton Avenue/Almarida Drive Movement AM Peak Hour PM Peak Hour Description B B+P B B+P Eastbound LT No. of Lanes (#) 1 1 1 1 Cycle Length (seconds) 166 166 160 160 Total Volume (vph) 40 50 89 113 Volume per lane (vphpl) 40 50 89 113 Average (50th Percentile) Queue Length (ft) 50 50 100 125 95th Percentile Queue Length (ft) 100 125 175 225 Available Storage (ft) 250 250 250 250 Adequate Storage for 95th Percentile Queue? (Y/N) Yes Yes Yes Yes Southbound LT No. of Lanes (#) 2 2 2 2 Cycle Length (seconds) 166 166 160 160 Total Volume (vph) 268 309 274 326 Volume per lane (vphpl) 134 155 137 163 Average (50th Percentile) Queue Length (ft) 150 175 150 175 95th Percentile Queue Length (ft) 275 300 250 300 Available Storage (ft) 290 290 290 290 Adequate Storage for 95th Percentile Queue? (Y/N) Yes No Yes No Notes: LT = Left-Turn Lane; B = Background conditions; B+P = Background plus Project conditions; Bold text = 95th percentile queue length exceeds available storage The existing storage capacity for the eastbound left-turn is expected to be adequate to satisfy the 95th percentile queue lengths under the background and background plus project conditions during both the a.m. and p.m. peak hours. The 95th percentile queue length for the southbound left-turn lanes is expected to exceed the available storage with the addition of project traffic. Queues are estimated to extend beyond the 290-foot storage threshold, which is the measured distance between the southbound approach crosswalk and southern project driveway. Any vehicle spillover beyond 290 feet would restrict maneuverability around the perpendicular parking spaces on Almarida Drive and also would restrict left-turn access to exiting vehicles at the southern project driveway. It is noted that due to the traffic signal phasing at the intersection, the queue extending past the available storage length would not hinder right turn movements from Almarida Drive as all southbound approach vehicles to the Hamilton Avenue/Almarida Drive intersection would receive a green light at the same time, thus eliminating the condition where the left-turn queue prevents vehicles from traveling through the intersection during their allotted green time. Finding: Vehicle storage for the eastbound left-turn lane would be adequate to accommodate the expected queue lengths with the addition of project traffic. Vehicle queues in the southbound left-turn lanes would exceed the available storage with the addition of project-generated traffic during the a.m. and p.m. peak hours. 27 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Recommendation: The recommended improvement measure is to add “Keep Clear” pavement markings on southbound Almarida Drive at the southern project driveway to maintain access to the project site and to encourage drivers to leave the access area clear. This would also discourage potential movements around parked vehicles where there may not be enough space. Freeway Impacts According to Santa Clara County Transportation Authority (VTA) TIA guidelines (2014), a freeway segment shall be included in the analysis if it meets any one of the following conditions: • The proposed development project is expected to add traffic equal to or greater than one percent of the freeway segment’s capacity; • The proposed development project is adjacent to one of the freeway segment’s access or egress points; • Based on engineering judgment, Lead Agency staff determines that the freeway segment should be included in the analysis. The nearest freeway facility to the project site is SR 17. This facility has three lanes in each direction with a capacity of 2,300 vehicle per hour per lane (vphpl) or 6,900 vehicle per hour (vph) in each direction. According to the Trip Distribution estimates, 21 percent of all project trips are expected to use SR 17 north of Hamilton Avenue, and eight percent would use SR 17 south of Hamilton Avenue. This represents a maximum of 36 peak hour trips to SR 17 (North of Hamilton Avenue) during the p.m. peak hour. Since 36 peak hour trips is less than one percent of the freeway segment’s capacity of 6,900 vph, the analysis of freeway segments is not required per VTA TIA Guidelines. Alternative Transportation Modes Pedestrian Facilities Project Site – A network of sidewalks and crosswalks exist along the project frontage on both Almarida Drive and Hamilton Avenue as well as within the parking lot of the project site. Given the proximity of the site to surrounding residential and retail uses, as well as the Hamilton Light Rail Station, it is reasonable to assume that some patrons would choose to walk to destinations near the site and use the existing sidewalk network. Sidewalk connectivity is continuous throughout the surrounding area. The project does not include any changes to the existing pedestrian network. Finding – Pedestrian facilities serving the project site are adequate. Bicycle Facilities Existing bicycle facilities, including the bicycle lanes on Hamilton Avenue, together with shared use of minor streets provide adequate access for bicyclists within the vicinity of the project site. Finding – Existing bicycle facilities, including the Los Gatos Creek Trail and bike facilities on Hamilton Avenue, together with shared use of minor streets, provide adequate access to the project site for bicyclists. Transit Development sites which are located within a one-half mile (2,640-foot) walk of a transit stop are generally considered to be adequately served by transit. Existing transit routes are adequate to accommodate project- generated transit trips. Existing stops are within an acceptable walking distance of the site and would be accessible via the existing sidewalk network in the study area. 28 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Campbell City Council, upon initial approval of the existing site in 2004, stipulated that employers located within the site participate in VTA’s SmartPass program for their employees. SmartPass is a discounted annual pass made available for institutions and businesses within Santa Clara County that allows users access to unlimited rides on VTA buses and light rail. The City Sports Club will be required to participate in the program, providing transit passes to employees that wish to participate, based on the initial Conditions of Approval. Finding – Existing transit routes are adequate to accommodate potential project-generated transit trips based on the number of routes and frequency of service. Existing stops located on Hamilton Avenue are within acceptable walking distance of the site. Further, City Sports Club will be required to participate in VTA’s SmartPass program based on the Conditions of Approval imposed on the existing site. 29 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Site Access and On-Site Circulation Site Access The project site would be accessed by three existing driveways on Almarida Drive located approximately 315, 600, and 950 feet north of the East Hamilton Avenue/Almarida Drive intersection. While each driveway provides access to the project parking lot, most project patrons would access the site via the southernmost driveway as it is the closest to the proposed fitness center. Each of the three driveways are approximately 30 feet wide with separated entering and exiting lanes. There is a driveway serving The Franciscan Apartments approximately 30 feet south and on the opposite side of Almarida Drive from the southernmost driveway that would be expected to serve most project traffic. This neighboring driveway is anticipated to have relatively low to moderate peak hour vehicle demands based on the residential apartment land use that it serves. The potential for vehicle conflicts with the proposed project trips are therefore expected to be infrequent, and as the driveways are situated opposite each other, drivers would be visible to one another. Finding – Ingress and egress would be provided via three driveways on Almarida Drive. Although the southernmost project driveway would be closely spaced to an opposing driveway on Almarida Drive, vehicle conflicts are anticipated to be an infrequent occurrence. Sight Distance At driveways, a substantially clear line of sight should be maintained between the driver of a vehicle waiting to enter the street and the driver of an approaching vehicle. Sight distances along Almarida Drive at the project driveways were evaluated based on sight distance criteria contained in the Highway Design Manual published by Caltrans. The recommended sight distances for driveway approaches are based on stopping sight distance and use the approach travel speed as the basis for determining the recommended sight distance. Since Almarida Drive has a posted speed limit of 25 mph, the recommended stopping sight distance at each project driveway is 150 feet. Sight distances at each project driveway exceed 150 feet in each direction, and therefore are considered adequate at all project driveways. Finding – Sight distances along Almarida Drive at the project driveways are adequate. On-Site Circulation The proposed fitness center is situated in an existing shared parking lot with other commercial establishments. On-site circulation was evaluated to determine if the layout would provide adequate circulation and room for interaction between pedestrians walking and vehicles maneuvering through the parking lot. Based on a review of the existing site and parking lot, the internal roadways are expected to provide acceptable circulation for motorized vehicles and clearly marked paths for pedestrians between the building entrances, all areas of the parking lot and sidewalks along Hamilton Avenue and Almarida Drive. All sidewalks and curb ramps include tactile warning strip surfaces. The project site is existing and is reasonably expected to have been designed to meet applicable design criteria for drive aisle widths and turning radii. A review of the site based on satellite aerial imagery confirmed this assumption. Given the adequate drive aisle widths and curb radii at driveways, emergency response vehicles are expected to be accommodated, 30 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Finding – The on-site roadways are expected to provide adequate circulation for motor vehicles. A network of internal crosswalks and sidewalks connect the project building and sidewalks on Hamilton Avenue and Almarida Drive. Pedestrian access between the building and all areas of the parking lot would be adequate. The proposed site access and on-site circulation would function acceptably for emergency response vehicles since they would be able to enter, exit and maneuver through the site without striking permanent features. 31 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Parking Assembly Bill 2097, which would prohibit public agencies from imposing minimum parking requirements on any residential, commercial, or other development project that is located within one-half mile of public transit, will become effective on January 1, 2023. Therefore, the following discussion on parking requirements is for informational purposes only. Parking survey data was gathered on the same date as the trip generation survey during the p.m. peak period from 4:00 p.m. to 7:00 p.m. This evening period was chosen as it would capture the anticipated peak of each City Sports Club site. According to the surveys, the average maximum parking rate for the p.m. peak is 4.89 spaces per thousand square feet of floor area. Applying these rates to the proposed 40,326 square-foot facility results in a peak projected parking demand of 197 spaces. A summary of the parking occupancy survey is provided in Table 13. Table 13 – Parking Occupancy Survey and Rate Calculation Survey Location Size (ksf) No. of Spaces PM Peak Rate (spaces/ksf) Max. Occupied % Occupied 2401 Whipple Road, Hayward 41.378 266 4.93 204 76.7% 5155 Cherry Ave, San Jose 45.000 260 4.51 203 78.1% 1165 E Arques Ave, Sunnyvale 45.046 255 5.22 235 92.2% Survey Average 43.808 260.3 4.89 214.0 82.2% Notes: ksf = 1,000 square feet; Percent (percent) Occupied = Max. Occupied divided by No. of Spaces Available; Rate = Max. Occupied divided by Size in ksf. (e.g., 204 / 41.378 = 4.93) For comparison purposes, parking demand for the proposed project was also estimated using standard rates published by ITE in Parking Generation, 5th Edition, 2019 for “Health/Fitness Club” (ITE LU #492). Both parking demand estimates were compared to the requirements per the City of Campbell Municipal Code, Chapter 21.28.040: Number of parking spaces required. According to the ITE estimates, 191 parking spaces would be required to accommodate the expected demand of the project. The City of Campbell would require the project to provide one space for every 150 square feet of gross floor area, or 269 spaces. A parking summary documenting anticipated parking demand and City Code requirements is shown in Table 14. Table 14 – Parking Analysis Summary Land Use Units Parking Generation Rate Parking Spaces ITE Parking Demand (LU #492) 40.326 ksf 4.73 1 191 Projected Parking Demand based on Survey data 40.326 ksf 4.89 2 197 City Code Requirement 40.326 ksf 1 space for every 150 sqft of gross floor area. 3 269 Notes: ksf = 1,000 square feet 1 Parking Generation 5th Edition, Institute of Transportation Engineers, 2019 (Average Rate) 2 Based on parking Survey Data Obtained at three Bay Area City Sports Club sites 3 City of Campbell Municipal Code, Chapter 21.28.040, Table 3-1 32 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 According to recent surveys conducted at nearby City Sports Club locations, the estimated parking demand for this project is 197 parking spaces. This is higher (and more conservative) than the estimated demand (191 spaces) calculated by using average rates in the ITE Parking Generation Manual. However, the City Municipal Code requirement of 269 spaces is greater than the parking demand obtained from the survey data. The existing parking lot has 610 spaces shared among all businesses on the parcel. Of these spaces, 22 are dedicated as handicap spaces, 13 are dedicated as pick-up spaces for adjacent businesses, and four are restricted for electric vehicle parking only. Applying City Code requirements to all existing on-site land uses results in a total parking requirement of 746 spaces. The existing parking summary is provided in Table 15. Table 15 – City Code Requirements for Existing Land Uses Land Use Size (sqft) Parking Generation Rate (spaces/sq ft of gross floor area) Parking Spaces Required Retail Store 98,554 1/200 493 Retail Store* 40,326 1/200 202 Eating/Drinking (no drive-thru) 4,000 1/200 20 Retail Store 2,987 1/200 15 Services, General 1,835 1/250 8 Tutoring Center, small 1,445 1/200 8 Total 149,147 746 Notes: sqft = square feet; * = Bed, Bath, and Beyond; Land uses as defined by the City of Campbell Municipal Code As shown in Table 16, after conversion of the existing Bed, Bath, and Beyond store into a City Sports Club as is proposed, the total parking requirement would increase to 813 spaces based on City Code requirements. Table 16 – City Code Requirements for Proposed Land Uses Land Use Size (sqft) Parking Generation Rate (spaces/sq ft of gross floor area) Parking Spaces Required Retail Store 98,554 1/200 493 Health/Fitness Center* 40,326 1/150 269 Eating/Drinking (no drive-thru) 4,000 1/200 20 Retail Store 2,987 1/200 15 Services, General 1,835 1/250 8 Tutoring Center, small 1,445 1/200 8 Total 149,147 813 Notes: sqft = square feet; * = Proposed City Sports Club; Land uses as defined by the City of Campbell Municipal Code 33 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Given that the existing parking lot has 610 spaces, the lot currently does not satisfy the minimum City Code requirement of 746 spaces. This condition would be exacerbated with the addition of the project, as the proposed health/fitness center would require an additional 67 spaces when compared to the existing retail land use. There would be a deficit of 203 spaces with the proposed project. Parking surveys at the project site were conducted on Tuesday, June 28, 2022, during the p.m. peak period between 4:00 p.m. and 7:00 p.m. At the time of the survey, all of the tenant spaces within the retail plaza were occupied aside from the former Bed, Bath, and Beyond site. During the observation period, a maximum of 108 spaces was observed to be simultaneously occupied, or approximately 18 percent of the total parking supply. This value is much lower than the parking requirements documented in the City Municipal Code. When the estimated parking demand based on other City Sports Club locations is added to this observed number, a maximum of approximately 305 spaces would be occupied during the p.m. peak period on a typical weekday. This would result in the parking lot being at 50 percent capacity. It is noted that due to the parking lot’s shape and size, the parking spaces at the north end are less likely to be used than those at the south end. From the north side of the lot, it is almost a quarter mile from the project site and the other businesses in the shared building. A third-party parking assessment for the project, Parking Assessment for the LA Fitness Project at 515 E. Hamilton Avenue in the City of Campbell, Kimley Horn, 2022, provided data regarding occupancies of subareas within the parking lot. The lot was divided into three zones: north and east of the large retail business (Zone 1), between the two access aisles that connect to two driveways in between the two buildings (Zone 2) and surrounding the building housing the project site (Zone 3). On a typical weekday, it was observed that Zones 2 and 3 reached a maximum occupancy of approximately 32 percent, or 77 and 50 spaces, respectively. Zone 1, while having 208 available spaces, was not observed to reach an occupancy greater than 10 vehicles. This equates to a maximum occupancy of five percent. The total maximum occupancy observed during the p.m. peak period for this study was 106 spaces, or 17 percent. This coincides with the separate data gathered on June 28, 2022, indicating that the findings are consistent and therefore can be considered realistic. Summaries of the parking surveys and Parking Assessment report are provided in Appendix F. It is noted that the third-party report provides a different total number of spaces than the survey completed on June 28. When the lot was surveyed for the third-party report, 634 spaces were counted. To provide a conservative analysis of the parking characteristics of the lot, everything was scaled where necessary to the more conservative of the two counts, or 610 spaces. While the City Code requirements indicate that the parking lot does not have enough spaces to accommodate the parking demand with or without the project, data collected at the site suggests that there is excess parking capacity within the lot. Under existing conditions, the peak parking demand observed during the peak p.m. period was 108 spaces, a fraction of the existing 610 spaces available. When conservatively adding all 197 spaces expected to be demanded by the project, the existing lot still has a surplus of 305 spaces. In fact, even if the 269 spaces required under the City’s Code are added, the total occupancy would still be substantially less than the supply of 610 spaces. When considering that some spaces within the lot are more desirable than others, the peak expected demand of 305 spaces could be accommodated in Zones 2 and 3 as defined previously, albeit at 87 percent occupancy. Since the anticipated demand can be accommodated, it is not expected that overflow parking from the project parking lot would occur on adjacent streets and lots. Given that the parking lot is existing, it is reasonable to assume that it was designed to comply with City standards and Code requirements for parking stall dimensions, access aisle dimensions, and handicap parking access. Finding – Although the existing parking supply (610 spaces) does not satisfy the City Code requirements under either the existing or proposed conditions (746 and 813 spaces, respectively), the parking lot was observed to have excess capacity during the p.m. peak period and would be able to accommodate the anticipated additional parking demand. Based on surveys from other City Sports Club sites in the Bay Area, it is anticipated that the project would have a peak parking demand of 197 spaces. This aligns with the ITE estimate of 191 spaces for the health/fitness center land use but is less than the City Code requirement of 269 spaces. When the additional 34 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 parking demand generated by the project is added to the existing maximum observed occupancy, a maximum parking occupancy of 305 spaces is anticipated, or 50 percent of the total parking supply in the lot. Given the excess parking supply, it is anticipated that overflow parking from the project parking lot would not occur on adjacent streets and lots. 35 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Conclusions and Recommendations Conclusions • The proposed project would generate an average of 1,809 net new daily trips, including 99 new trips during the a.m. peak hour and 171 new trips during the p.m. peak hour, after accounting for pass-by trip credits. • All study intersections are expected to continue operating acceptably under both the Existing plus Project and Background plus Project conditions. • Under the Cumulative condition, the addition of project-related traffic would result in the intersection of Hamilton Avenue/Salmar Avenue-SR 17 South Off-Ramp to operate below the operational standard established by Santa Clara County’s Congestion Management Program. • With widening of the southbound approach, operation at the Hamilton Avenue/Salmar Avenue-SR 17 South Off-Ramp intersection would improve to within the established traffic operation standards. • Under Background plus project conditions, the eastbound left-turn queues at the Hamilton Avenue/Almarida Drive would be accommodated in the existing available storage capacity. However, queues in the southbound left-turn lanes would extend beyond the storage capacity. • Pedestrian, bicycle, and transit facilities are adequate to serve the project. The City Sports Club will be required to participate in VTA’s SmartPass program, providing transit passes to employees that wish to participate, based on the initial Conditions of Approval for the existing project site. • Sight lines at the project driveways are adequate. • The proposed site access and on-site circulation would function acceptably for emergency response vehicles. • While the existing parking supply of 610 spaces would not satisfy the City’s Code requirements under either the existing or proposed conditions, the parking lot was observed to have excess capacity during the p.m. peak period and would be able to accommodate the anticipated additional parking demand expected based on surveys of other local City Sports Club sites. Given the excess parking supply, it is anticipated that overflow parking from the project parking lot would not occur on adjacent streets and lots. This conclusion is provided for informational purposes only as Assembly Bill 2097 will prohibit public agencies from imposing minimum parking requirements on any residential, commercial, or other development project that is located within one-half mile of public transit. Recommendations • To enable the intersection of Hamilton Avenue/Salmar Avenue-SR 17 South off-ramp to operate within VTA operational standards, it is recommended that the southbound approach be widened to include three left- turn lanes, one through lane and one right-turn lane. The project to widen the southbound approach has been previously identified as a desirable improvement, regardless of the proposed project, and is currently listed on the Santa Clara County’s Measure B list of potential projects. • It is recommended that “Keep Clear” pavement markings be installed on southbound Almarida Drive at the southern project driveway to maintain access to the project site and to encourage drivers to leave the access area clear. 36 Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 10, 2022 Study Participants and References Study Participants Principal in Charge Mark E. Spencer, PE Senior Traffic Engineer Kenny Jeong, PE Associate Engineer Nicholas Brunetto, PE Graphics Cameron Wong Editing/Formatting Hannah Yung-Boxdell Quality Control Dalene J. Whitlock, PE, PTOE References 2018 CMP Monitoring and Conformance Report, Santa Clara Valley Transportation Authority, 2018 California Manual on Uniform Traffic Control Devices for Streets and Highways, California Department of Transportation, 2014 Campbell Municipal Code, Municipal Code Corporation, 2022 City of Campbell General Plan, City of Campbell, 2001 Deficiency Plan Requirements, Santa Clara Valley Transportation Authority, 2010 Google Earth, http://earth.google.com/ Guide for the Preparation of Traffic Impact Studies, California Department of Transportation, 2002 Highway Capacity Manual, Transportation Research Board, 2000 Highway Design Manual, 7th Edition, California Department of Transportation, 2020 Los Angeles Department of Transportation (LADOT) Transportation Assessment Guidelines, 2020 Parking Assessment for the LA Fitness Project at 515 E. Hamilton Avenue in the City of Campbell, Kimley Horn, 2022 Parking Generation, 5th Edition, Institute of Transportation Engineers, 2019 Santa Clara Countywide Bicycle Plan, Santa Clara Valley Transportation Authority, 2008 Santa Clara Valley Bikeways Map, Santa Clara Valley Transportation Authority, 2016 Santa Clara Valley Bus & Rail Map, Santa Clara Valley Transportation Authority, 2015 Santa Clara Valley Transportation Authority, http://www.vta.org/ The Long-Range Transportation Plan for Santa Clara County (VTP 2040) Traffic Level of Service Analysis Guidelines, Santa Clara Valley Transportation Authority, 2003 Transportation Impact Analysis Guidelines, Santa Clara Valley Transportation Authority, 2014 Trip Generation Handbook: An ITE Recommended Practice, Institute of Transportation Engineers, 2003 Trip Generation Handbook: An ITE Recommended Practice, 3rd Edition, Institute of Transportation Engineers, 2017 Trip Generation Manual, 11th Edition, Institute of Transportation Engineers, 2021 CMP038 A Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 2022 Appendix A Traffic Counts Traffic Research & Analysis, Inc. 3844 East Indian School Road Phoenix, AZ 85018 (602) 840-1500 Total Page 1 of 2 Intersection ID: Count Date:ALMARIDA DR E HAMILTON AVE ALMARIDA DR E HAMILTON AVE Time LT Thru RT U Cwlk LT Thru RT U Cwlk LT Thru RT U Cwlk LT Thru RT U Cwlk TOTAL 0:00 0 0:15 00:30 0 0:45 0 1:00 01:15 0 1:30 0 1:45 02:00 0 2:15 0 2:30 02:45 0 3:00 0 3:15 03:30 0 3:45 0 4:00 0 4:15 0 4:30 04:45 0 5:00 0 5:15 0 5:30 05:45 0 6:00 0 6:15 06:30 0 6:45 0 07:00 42050143142300307021265110 66907:15 370400135102700907000295330 908 07:30 4107007594432010012053352112 108007:45 5511002660157008014047356230 1126 08:00 65 1 5 0 0 7 591 38 0 0 14 0 16 0 1 3 431 6 2 1 1181 08:15 57010126192500 16 0 16 0 1 11 460 3 3 0 121508:30 28 0 12 0 0 11 537 21 0 0 14 0 16 0 1 11 414 5 1 0 1071 08:45 26070354533200120220110368510 945 9:00 0 9:15 09:30 0 9:45 0 10:00 0 10:15 010:30 0 10:45 0 11:00 0 11:15 011:30 0 11:45 0 12:00 60 0 20 0 0 12 365 74 2 0 21 0 18 0 6 21 370 0 4 3 97612:15 42 0 18 0 3 12 350 50 6 0 13 0 20 0 4 18 394 1 3 1 935 12:30 45 0 19 0 1 7 315 46 7 0 16 1 19 0 6 21 394 7 3 0 907 12:45 51 0 23 0 1 10 376 56 1 0 15 0 18 0 0 9 376 6 5 0 94713:00 72 0 21 0 2 10 334 44 5 0 12 0 25 0 2 28 377 2 4 2 940 13:15 56018037322611017024019353552 884 13:30 53 0 20 0 0 11 399 63 8 0 10 0 19 0 2 14 383 6 4 0 99213:45 54 0 31 0 1 9 415 47 5 0 19 0 48 0 2 18 317 8 2 2 978 14:00 0 14:15 014:30 0 14:45 0 15:00 0 15:15 0 15:30 015:45 0 16:00 0 16:15 0 16:30 41 0 13 0 0 7 415 50 1 0 15 0 15 0 2 12 439 3 2 0 101516:45 51 0 14 0 0 6 527 54 3 0 12 0 12 0 3 16 482 5 0 1 1186 17:00 59 0 24 0 2 8 465 44 5 0 16 0 8 0 8 15 446 1 2 2 1105 17:15 46020017572571060120414480322 122717:30 67 0 17 0 0 7 478 56 1 0 16 1 13 0 8 22 438 6 6 2 1138 17:45 53012015543645071120716422011 1150 18:00 42 0 22 0 1 6 457 45 3 0 11 0 16 0 4 10 486 2 1 2 110818:15 45 0 11 0 5 6 430 53 2 0 15 1 12 0 4 19 419 3 0 3 1028 18:30 0 18:45 019:00 0 19:15 0 19:30 019:45 0 20:00 0 20:15 020:30 0 20:45 0 21:00 021:15 0 21:30 0App Dep App Dep App Dep App Dep 21:45 0 AM 243 187 2592 1877 106 36 1644 2485 4585 22:00 0 MID 325 284 1741 1800 174 58 1535 1633 3775 22:15 0 PM 298 279 2291 2124 96 43 1938 2177 4623 22:30 0Total1544 1442 12355 11164 712 271 9968 11702 24579 22:45 0 23:00 0 23:15 0 23:30 023:45 0 Comments Total 1188 2 354 0 28 185 #### 1130 58 0 307 4 401 0 78 308 9517 84 59 26 24711 AM Peak Hr:7:30Pk Vol 218 2 23 0 3 22 2405 163 2 0 48 0 58 0 11 24 1599 12 9 3 4602 PHF 0.838 0.500 0.575 n/a 0.375 0.786 0.971 0.715 0.250 n/a 0.750 n/a 0.906 n/a 0.550 0.545 0.869 0.500 0.750 0.375 0.947 MID Peak Hr:13:00Pk Vol 235 0 90 0 6 37 1470 215 19 0 58 0 116 0 7 69 1430 21 15 6 3794 PHF 0.816 n/a 0.726 n/a 0.500 0.841 0.886 0.853 0.594 n/a 0.763 n/a 0.604 n/a 0.875 0.616 0.933 0.656 0.750 0.750 0.956 PM Peak Hr:16:45Pk Vol 223 0 75 0 3 28 2042 211 10 0 50 1 45 0 23 67 1846 15 10 7 4656 PHF 0.832 n/a 0.781 n/a 0.375 0.875 0.892 0.925 0.500 n/a 0.781 0.250 0.865 n/a 0.719 0.761 0.957 0.625 0.417 0.875 0.949 180519210/4/2018 North East South 50 1 45 96 PM Peak: 16:45 PHF: 0.9487 1846 15 43 2177 1938 67 2218 PHF: 0.9561 58 1535 69 1430 INTSEC 1470 37 From North (SB) From East (WB) From South (NB) From West (EB) 284 1800 1877 187 106 58 163 25922405 22 325 90 48 0 0 235 215 AM Peak: 07:30 MID Peak: 13:00 2042 28 211 174 298 75 0 223 58 0 Weather: Overcast Weather: Mostly Cloudy Unless shown otherwise, MID period defined as 10:00 AM - 2:00 PM. Peaks defined based on total intersection volume for all vehicle types. Chart totals do not include crosswalk data. 1644 1633 2485 36 12 PHF: 0.9469 24 1599 West Total App/dep includes U-turns 1741 21 2124 279 116 2291 Weather: Scattered Clouds ALMARIDA DR & E HAMILTON AVE 307 4 401 271 712 ####1130 12355 9968 308 10982 9517 185 84 11164 Intsec Total 1544 1442 354 2 1188 243 23 N N N N N N N N N N N Traffic Research & Analysis, Inc. 3844 East Indian School Road Phoenix, AZ 85018 (602) 840-1500 Crosswalk Page 2 of 2 Intersection ID: Count Date: Time Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike TOTAL 0:00 0 0201 0:15 0 Ped Bike Ped Bike 0:30 0 0:45 0 1:00 0 1:15 0 0Ped Ped0 1:30 0 0 Bike Bike 0 1:45 0 2Ped Ped0 2:00 0 1 Bike Bike 0 2:15 0 2:30 0 2:45 0 3:00 0 Ped Bike Ped Bike 3:15 0 1172 3:30 0 3:45 0 4:00 0 4:15 0 4:30 0 4:45 0 5:00 0 5:15 05:30 0 4020 5:45 0 Ped Bike Ped Bike 6:00 0 6:15 0 6:30 0 6:45 0 3Ped Ped0 07:00 1000000000200000 3 0 Bike Bike 0 07:15 0000000000000000 0 3Ped Ped0 07:30 0000000001220011 7 0 Bike Bike 0 07:45 0101000010300000 6 08:00 0000000000100010 2 08:15 0001000000100000 2 08:30 0000000010000000 1 Ped Bike Ped Bike 08:45 1002000010000000 4 1060 9:00 0 9:15 0 9:30 0 9:45 0 10:00 0 10:15 0 10:30 0 10:45 0 11:00 0 1002 11:15 0 Ped Bike Ped Bike 11:30 0 11:45 0 12:00 0000000030301011 9 12:15 1020000001210010 8 4Ped Ped0 12:30 1000000010500000 7 0 Bike Bike 0 12:45 0010000000000000 1 2Ped Ped0 13:00 1010000000202000 6 1 Bike Bike 0 13:15 0030000000100020 6 13:30 0000000010100000 2 13:45 1000000000201010 5 14:00 0 Ped Bike Ped Bike 14:15 0 75101 14:30 0 14:45 015:00 0 15:15 0 15:30 0 15:45 016:00 0 16:15 0 16:30 0000000011000000 2 12493 16:45 0000000000300001 4 Ped Bike Ped Bike 17:00 0200000040312000 12 17:15 0010000012101010 7 17:30 0000000023301010 10 17:45 0010000051100010 9 11 Ped Ped 0 18:00 1000000001212000 7 0 Bike Bike 0 18:15 2030000040001020 12 12 Ped Ped 0 18:30 0 3 Bike Bike 0 18:45 0 19:00 0 19:15 0 19:30 0 Ped Bike Ped Bike 19:45 0 25 10 38 5 20:00 0 20:15 0 20:30 0 20:45 021:00 0 21:15 0 21:30 0 CW CCW CW CCW CW CCW CW CCW 21:45 0 AM 1200290317 22:00 0 MID 2400163319 22:15 0 PM 210012114333 22:30 0 Total 12 16 0 0 35 43 11 15 132 22:45 0 23:00 0 CW = Clockwise 23:15 0 CCW = Counter-clockwise 23:30 0 23:45 0 Comments Total 9312400002510385110123 132 AM Peak Hr:7:30 Pk Vol 0102000011720021 17 MID Peak Hr:13:00Pk Vol 2040000010603030 19 PM Peak Hr:16:45 Pk Vol 02100000751014021 33 26 0 78 Total North East South West 1805192 10/4/2018 11 MID Peak: 13:00 6 CW ALMARIDA DR & E HAMILTON AVE AM Peak: 07:30 3 3 INTSECWest Leg 0 North Leg East Leg South Leg CCW CW CCW CW CCW Unless shown otherwise, MID period defined as 10:00 AM - 2:00 PM. Crosswalk peaks defined based on total intersection volume for all vehicle types. 23 CW CCW Intsec Total 60 7 PM Peak: 16:45 3 70 28 N N N N Traffic Research & Analysis, Inc. 3844 East Indian School Road Phoenix, AZ 85018 (602) 840-1500 Total Page 1 of 2 Intersection ID: Count Date:HWY 17 SB OFF-RAMP AT E HAMILTON RD HWY 17 SB OFF-RAMP AT E HAMILTON RD Time LT Thru RT U Cwlk LT Thru RT U Cwlk LT Thru RT U Cwlk LT Thru RT U Cwlk TOTAL 0:00 0 0:15 00:30 0 0:45 0 1:00 01:15 0 1:30 0 1:45 02:00 0 2:15 0 2:30 02:45 0 3:00 0 3:15 03:30 0 3:45 0 4:00 0 4:15 0 4:30 04:45 0 5:00 0 5:15 0 5:30 05:45 0 6:00 0 6:15 06:30 0 6:45 0 07:00 95 48 129 0 5 33 238 81 0 0 4 0 66 0 4 0 283 5 0 1 99207:15 111 36 185 0 0 30 323 104 0 0 4 0 82 0 1 0 321 4 0 1 1202 07:30 142 41 226 0 0 28 432 130 2 0 5 0 56 0 7 0 416 0 0 1 148607:45 160482420233455141103090130415501 1600 08:00 210532510237397124005071040481303 1641 08:15 219 54 290 0 1 29 370 120 1 04084010490700 167008:30 184 54 223 0 0 29 336 120 0 0 5 0 78 0 2 0 435 3 0 0 1469 08:45 211621940028280105008086020402500 1383 9:00 0 9:15 09:30 0 9:45 0 10:00 0 10:15 010:30 0 10:45 0 11:00 0 11:15 011:30 0 11:45 0 12:00 170 45 206 0 0 49 259 110 0 0 20 0 100 0 4 0 420 12 0 0 139512:15 195 59 196 0 3 42 209 80 1 1 12 0 105 0 2 0 419 13 0 1 1338 12:30 1514118100402061010090770204401200 1260 12:45 201 58 186 0 2 53 255 84 0 1 12 0 100 0 4 0 374 6 0 4 134013:00 204 44 186 0 1 28 187 87 0 0 13 0 96 0 3 0 433 13 0 4 1299 13:15 186 58 174 0 1 47 234 96 0 0 16 0 91 0 4 0 431 10 0 2 1350 13:30 212 66 203 0 1 42 230 95 4 0 24 0 94 0 3 0 370 10 0 3 135713:45 2374824800502381000080840003911000 1414 14:00 0 14:15 014:30 0 14:45 0 15:00 0 15:15 0 15:30 015:45 0 16:00 343 63 235 0 0 45 257 90 0 0 12 0 98 0 2 0 452 13 0 1 1611 16:15 287 53 216 0 0 43 268 89 0 0 18 0 87 0 5 0 479 6 0 0 1551 16:30 347 58 239 0 0 37 238 110 1 0 9 0 99 0 3 0 472 9 0 0 162216:45 324 66 259 0 0 45 299 89 0 0 17 0 109 0 0 0 437 9 0 0 1654 17:00 328 65 264 0 0 41 283 116 0 0 13 0 104 0 7 0 528 14 0 2 1765 17:15 377 51 288 0 2 50 297 86 0 0 17 0 108 1 6 0 453 8 0 1 174517:30 31849265004032310900601040404811802 1719 17:45 375 68 306 0 1 42 284 80 0 0 13 0 75 0 3 0 438 6 0 2 1693 18:00 018:15 0 18:30 0 18:45 019:00 0 19:15 0 19:30 019:45 0 20:00 0 20:15 020:30 0 20:45 0 21:00 021:15 0 21:30 0App Dep App Dep App Dep App Dep 21:45 0 AM 1936 515 2300 2838 319 339 1817 2680 6372 22:00 0 MID 1866 378 1438 2833 426 426 1668 1761 5398 22:15 0 PM 2754 391 1751 3689 441 453 1946 2359 6892 22:30 0Total12267 2447 10296 18002 2403 2432 10462 12547 35428 22:45 0 23:00 0 23:15 0 23:30 023:45 0 Comments Total 5587 1288 5392 0 21 941 6898 2447 10 2 257 0 2144 2 76 0 #### 201 0 29 35556 AM Peak Hr:7:30Pk Vol 731 196 1009 0 5 127 1654 515 4 0 17 0 301 1 15 0 1802 15 0 5 6397 PHF 0.834 0.907 0.870 n/a 0.625 0.858 0.909 0.913 0.500 n/a 0.850 n/a 0.836 0.250 0.536 n/a 0.919 0.536 n/a 0.417 0.958 MID Peak Hr:13:00Pk Vol 839 216 811 0 3 167 889 378 4 0 61 0 365 0 10 0 1625 43 0 9 5420 PHF 0.885 0.818 0.818 n/a 0.750 0.835 0.934 0.945 0.250 n/a 0.635 n/a 0.951 n/a 0.625 n/a 0.938 0.827 n/a 0.563 0.958 PM Peak Hr:17:00Pk Vol 1398 233 1123 0 3 173 1187 391 0 0 49 0 391 1 20 0 1900 46 0 7 6922 PHF 0.927 0.857 0.917 n/a 0.375 0.865 0.919 0.843 n/a n/a 0.721 n/a 0.905 0.250 0.714 n/a 0.900 0.639 n/a 0.875 0.980 180519310/4/2018 North East South 49 0 391 441 PM Peak: 17:00 PHF: 0.9805 1900 46 453 2359 1946 0 196 731 PHF: 0.9583 426 1668 0 1625 INTSEC 889 167 From North (SB) From East (WB) From South (NB) From West (EB) 378 2833 2838 515 319 301 515 23001654 127 1866 811 17 0 216 839 378 AM Peak: 07:30 MID Peak: 13:00 1187 173 391 426 2754 1123 233 1398 61 0 Weather: Overcast Weather: Mostly Cloudy Unless shown otherwise, MID period defined as 10:00 AM - 2:00 PM. Peaks defined based on total intersection volume for all vehicle types. Chart totals do not include crosswalk data. 1817 1761 2680 339 15 PHF: 0.9576 0 1802 West Total App/dep includes U-turns 1438 43 3689 391 365 1751 Weather: Mostly Cloudy HWY 17 SB OFF-RAMP & AT E HAMILTON RD 257 0 2144 2432 2403 ####2447 10296 #### 0 6898 10261 941 201 18002 Intsec Total 12267 2447 5392 1288 5587 1936 1009 N N N N N N N N N N N Traffic Research & Analysis, Inc. 3844 East Indian School Road Phoenix, AZ 85018 (602) 840-1500 Crosswalk Page 2 of 2 Intersection ID: Count Date: Time Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike TOTAL 0:00 0 1130 0:15 0 Ped Bike Ped Bike 0:30 0 0:45 0 1:00 0 1:15 0 2Ped Ped0 1:30 0 1 Bike Bike 0 1:45 0 1Ped Ped0 2:00 0 1 Bike Bike 0 2:15 0 2:30 0 2:45 0 3:00 0 Ped Bike Ped Bike 3:15 0 2382 3:30 0 3:45 0 4:00 0 4:15 0 4:30 0 4:45 0 5:00 0 5:15 05:30 0 1110 5:45 0 Ped Bike Ped Bike 6:00 0 6:15 0 6:30 0 6:45 0 5Ped Ped0 07:00 1202000010210001 10 0 Bike Bike 0 07:15 0000000010001000 2 4Ped Ped0 07:30 0000000011320010 8 0 Bike Bike 0 07:45 2000000001200100 6 08:00 1001000011202001 9 08:15 0010000000100000 2 08:30 0000000020000000 2 Ped Bike Ped Bike 08:45 0000000010010000 2 5041 9:00 0 9:15 0 9:30 0 9:45 0 10:00 0 10:15 0 10:30 0 10:45 0 11:00 0 0102 11:15 0 Ped Bike Ped Bike 11:30 0 11:45 0 12:00 0000000010300000 4 12:15 1011001000200010 7 3Ped Ped0 12:30 0000000010100000 2 0 Bike Bike 0 12:45 0110001010302110 11 4Ped Ped0 13:00 0001000030004000 8 0 Bike Bike 0 13:15 0010000010211010 7 13:30 1000000010200030 7 13:45 0000000000000000 0 14:00 0 Ped Bike Ped Bike 14:15 0 9362 14:30 0 14:45 015:00 0 15:15 0 15:30 0 15:45 016:00 0000000020001000 3 16:15 0000000010310000 5 16:30 0000000020010000 3 4665 16:45 0000000000000000 0 Ped Bike Ped Bike 17:00 0000000031301010 9 17:15 0101000022200010 9 17:30 0000000030011010 6 17:45 0100000010111010 6 14 Ped Ped 2 18:00 0 2 Bike Bike 0 18:15 0 11 Ped Ped 0 18:30 0 2 Bike Bike 0 18:45 0 19:00 0 19:15 0 19:30 0 Ped Bike Ped Bike 19:45 0 29 6 32 9 20:00 0 20:15 0 20:30 0 20:45 021:00 0 21:15 0 21:30 0 CW CCW CW CCW CW CCW CW CCW 21:45 0 AM 32005103225 22:00 0 MID 1200555422 22:15 0 PM 21001283430 22:30 0 Total 11 10 0 2 35 41 16 13 128 22:45 0 23:00 0 CW = Clockwise 23:15 0 CCW = Counter-clockwise 23:30 0 23:45 0 Comments Total 65460020296329142112 128 AM Peak Hr:7:30 Pk Vol 3011000023822111 25 MID Peak Hr:13:00Pk Vol 1011000050415040 22 PM Peak Hr:17:00 Pk Vol 0201000093623040 30 29 2 76 Total North East South West 1805193 10/4/2018 15 MID Peak: 13:00 3 CW HWY 17 SB OFF-RAMP & AT E HAMILTON RD AM Peak: 07:30 5 5 INTSECWest Leg 0 North Leg East Leg South Leg CCW CW CCW CW CCW Unless shown otherwise, MID period defined as 10:00 AM - 2:00 PM. Crosswalk peaks defined based on total intersection volume for all vehicle types. 20 CW CCW Intsec Total 90 10 PM Peak: 17:00 3 70 21 N N N N Traffic Research & Analysis, Inc. 3844 East Indian School Road Phoenix, AZ 85018 (602) 840-1500 Total Page 1 of 3 Intersection ID: Count Date: S BASCOM AVE E HAMILTON AVE S BASCOM AVE E HAMILTON AVE Time LT Thru RT U Cwlk LT Thru RT U Cwlk LT Thru RT U Cwlk LT Thru RT U Cwlk TOTAL 0:00 0 0:15 0 0:30 0 0:45 01:00 0 1:15 0 1:30 01:45 0 2:00 0 2:15 02:30 0 2:45 0 3:00 03:15 0 3:30 0 3:45 0 4:00 0 4:15 0 4:30 0 4:45 05:00 0 5:15 0 5:30 0 5:45 0 6:00 06:15 0 6:30 0 6:45 007:00 22 35 112 4 1 17 384 90 6 0 108 92 9 3 3 97 92 9 3 0 1087 07:15 29 74 158 9 1 29 359 113 6 4 126 136 15 5 6 92 115 15 5 1 1298 07:30 31 82 162 10 2 24 470 111 4 3 124 190 33 2 3 112 135 33 2 2 153507:45 38 124 171 8 2 35 371 129 6 6 163 254 39 4 2 137 156 39 4 1 1689 08:00 30 85 168 8 1 26 408 104 5 9 124 196 35 3 6 158 240 35 3 2 1646 08:15 40 124 153 15 5 43 373 98 13 2 160 262 37 8 5 142 211 37 8 5 174108:30 35 92 172 6 2 46 368 108 13 1 136 249 47 6 5 133 215 47 6 2 1689 08:45 30 77 116 4 2 38 368 119 15 12 140 196 35 10 8 121 193 35 10 2 1531 9:00 0 9:15 0 9:30 0 9:45 0 10:00 010:15 0 10:30 0 10:45 0 11:00 0 11:15 0 11:30 0 11:45 012:00 68 126 115 10 7 57 162 38 17 10 169 149 40 11 12 106 149 98 27 15 1386 12:15 66 88 90 7 11 36 169 33 18 2 131 140 61 14 2 100 193 108 30 12 1311 12:30 47 124 99 6 10 62 165 35 23 3 115 126 75 9 2 129 171 89 26 11 132712:45 42 119 110 14 9 45 168 36 23 8 155 145 57 12 4 101 190 98 24 15 1375 13:00 39 79 96 9 17 54 179 36 11 5 142 122 71 9 4 113 193 90 41 10 1320 13:15 42 105 98 2 17 56 138 44 19 8 166 148 60 3 2 98 196 101 30 19 135213:30 53 103 13 11 4 46 173 41 18 4 132 127 47 10 7 92 190 93 19 11 1194 13:45 50 102 116 9 6 49 179 19 21 5 123 152 55 6 5 104 217 103 30 16 1367 14:00 014:15 0 14:30 0 14:45 0 15:00 0 15:15 0 15:30 0 15:45 016:00 0 16:15 0 16:30 94 157 111 6 7 42 203 36 13 4 123 141 60 4 3 119 415 124 32 12 1706 16:45 157 155 129 6 1 60 218 46 22 3 132 152 65 9 3 134 365 115 36 10 1818 17:00 123 217 128 6 11 61 250 59 26 2 119 136 87 3 4 120 410 121 29 7 191917:15 146 209 131 3 3 76 248 43 24 4 123 162 57 4 5 154 426 134 26 5 1983 17:30 134 200 120 3 7 64 238 41 12 6 131 185 74 9 6 116 390 118 15 21 189017:45 113 178 132 10 1 59 234 47 17 0 97 138 70 7 1 152 474 91 20 11 1852 18:00 145 220 107 4 3 56 201 26 15 0 115 149 70 10 3 145 353 125 21 9 1777 18:15 93 176 104 8 2 62 174 41 14 1 111 143 69 4 5 128 406 140 34 10 172518:30 0 18:45 0 19:00 019:15 0 19:30 0 19:45 0 20:00 0 20:15 0 20:30 0 20:45 0 21:00 0 21:15 0 21:30 0App Dep App Dep App Dep App Dep 21:45 0 AM 1269 2007 2146 1160 1723 754 1571 2788 6709 22:00 0 MID 1131 1175 1087 1240 1409 1096 1639 1755 5266 22:15 0 PM 1853 1375 1499 2583 1402 1551 2796 2041 7550 22:30 0Total7807 8464 9197 9391 8488 6357 11477 12757 36969 22:45 0 23:00 0 23:15 0 23:30 023:45 0 Comments Total 1667 3051 2911 178 132 1143 6200 1493 361 102 3165 3890 1268 165 106 2903 6095 1998 481 209 37518 AM Peak Hr:7:45 Pk Vol 143 425 664 37 10 150 1520 439 37 18 583 961 158 21 18 570 822 158 21 10 6765PHF 0.894 0.857 0.965 0.617 0.500 0.815 0.931 0.851 0.712 0.500 0.894 0.917 0.840 0.656 0.750 0.902 0.856 0.840 0.656 0.500 0.971 MID Peak Hr:12:00 Pk Vol 223 457 414 37 37 200 664 142 81 23 570 560 233 46 20 436 703 393 107 53 5399 PHF 0.820 0.907 0.900 0.661 0.841 0.806 0.982 0.934 0.880 0.575 0.843 0.940 0.777 0.821 0.417 0.845 0.911 0.910 0.892 0.883 0.974 PM Peak Hr:17:00Pk Vol 516 804 511 22 22 260 970 190 79 12 470 621 288 23 16 542 1700 464 90 44 7644 PHF 0.884 0.926 0.968 0.550 0.500 0.855 0.970 0.805 0.760 0.500 0.897 0.839 0.828 0.639 0.667 0.880 0.897 0.866 0.776 0.524 0.964 1805195 10/4/2018 North East South 470 621 288 1402 PM Peak: 17:00 PHF: 0.9637 1700 464 1551 2041 2796 542 425 143 PHF: 0.9738 1096 1639 436 703 INTSEC 664 200 From North (SB) From East (WB) From South (NB) From West (EB) 1175 1240 1160 2007 1723 158 439 21461520 150 1131 414 583 961 457 223 142 AM Peak: 07:45 MID Peak: 12:00 970 260 190 1409 1853 511 804 516 570 560 Weather: Overcast Weather: Mostly Cloudy Unless shown otherwise, MID period defined as 10:00 AM - 2:00 PM. Peaks defined based on total intersection volume for all vehicle types. Chart totals do not include crosswalk data. 1571 1755 2788 754 158 PHF: 0.9714 570 822 West Total App/dep includes U-turns 1087 393 2583 1375 233 1499 Weather: Mostly Cloudy S BASCOM AVE & E HAMILTON AVE 3165 3890 1268 6357 8488 12757 1493 9197 11477 2903 6200 6095 1143 1998 9391 Intsec Total 7807 8464 2911 3051 1667 1269 664 N N N N N N N N N N N Traffic Research & Analysis, Inc. 3844 East Indian School Road Phoenix, AZ 85018 (602) 840-1500 Crosswalk Page 2 of 3 Intersection ID: Count Date: Time Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike Ped Bike TOTAL 0:00 0 4150 0:15 0 Ped Bike Ped Bike 0:30 0 0:45 0 1:00 0 1:15 0 5Ped Ped10 1:30 0 0 Bike Bike 2 1:45 0 4Ped Ped4 2:00 0 1 Bike Bike 2 2:15 0 2:30 0 2:45 0 3:00 0 Ped Bike Ped Bike 3:15 0 60120 3:30 0 3:45 0 4:00 0 4:15 0 4:30 0 4:45 0 5:00 0 5:15 0 5:30 0 27190 5:45 0 Ped Bike Ped Bike 6:00 0 6:15 0 6:30 0 6:45 0 25 Ped Ped 15 07:00 0001000010200000 4 2 Bike Bike 0 07:15 1000003120401000 12 23 Ped Ped 8 07:30 1010201010201010 10 3 Bike Bike 0 07:45 1001014100201000 11 08:00 1000305120401001 18 08:15 1040101020301040 17 08:30 2000010020302000 10 Ped Bike Ped Bike 08:45 1010506120511010 24 80120 9:00 0 9:15 0 9:30 0 9:45 0 10:00 0 10:15 0 10:30 0 10:45 0 11:00 0 10 1 11 0 11:15 0 Ped Bike Ped Bike 11:30 0 11:45 0 12:00 10603070201007161 44 12:15 5060101020005151 27 21 Ped Ped 5 12:30 2071003000205060 26 2 Bike Bike 0 12:45 1080404040008061 36 15 Ped Ped 7 13:00 12050302020205050 36 6 Bike Bike 0 13:15 601107010002031150 46 13:30 1030310050205141 26 13:45 0060203010409250 32 14:00 0 Ped Bike Ped Bike 14:15 0 7090 14:30 0 14:45 0 15:00 0 15:15 0 15:30 0 15:45 0 16:00 0 16:15 0 16:30 1033202030004071 26 75 8 49 0 16:45 0010300010204060 17 Ped Bike Ped Bike 17:00 3080002020201231 24 17:15 3000301020302030 17 17:30 40214020303013044 40 17:45 1000000000105051 13 93 Ped Ped 49 18:00 0021000010205121 15 9 Bike Bike 4 18:15 1010001020304060 18 94 Ped Ped 46 18:30 0 13 Bike Bike 3 18:45 0 19:00 0 19:15 019:30 0 Ped Bike Ped Bike 19:45 0 42 0 63 1 20:00 0 20:15 0 20:30 0 20:45 0 21:00 0 21:15 0 21:30 0 CW CCW CW CCW CW CCW CW CCW 21:45 0 AM 556126125556 22:00 0 MID 928 815 8122726133 22:15 0 PM 11 11 7 5 7 9 23 21 94 22:30 0 Total 49 83 49 53 42 64 102 107 549 22:45 0 23:00 0 CW = Clockwise 23:15 0 CCW = Counter-clockwise 23:30 0 23:45 0 Comments Total 49 0 75 8 46 3 49 4 42 0 63 1 93 9 94 13 549 AM Peak Hr:7:45 Pk Vol 504142102601205041 56 MID Peak Hr:12:00 Pk Vol 902718015080120252233 133 PM Peak Hr:17:00 209 102 106 Total North East South West 1805195 10/4/2018 18 MID Peak: 12:00 37 CW S BASCOM AVE & E HAMILTON AVE AM Peak: 07:45 10 10 INTSECWest Leg 18 North Leg East Leg South Leg CCW CW CCW CW CCW Unless shown otherwise, MID period defined as 10:00 AM - 2:00 PM. Crosswalk peaks defined based on total intersection volume for all vehicle types. 16 CW CCW Intsec Total 53 23 20 PM Peak: 17:00 22 44 12 132 N N N N Traffic Research & Analysis, Inc. 3844 East Indian School Road Phoenix, AZ 85018 (602) 840-1500 Crosswalk Page 3 of 3 Intersection ID: Count Date: 1805195 10/4/2018 CW S BASCOM AVE & E HAMILTON AVE INTSECWest LegNorth Leg East Leg South Leg CCW CW CCW CW CCWCW CCW Pk Vol11010170507090212156 94 B Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 2022 Appendix B Intersection Level of Service Calculations Intersection Level of Service Analysis515 E. Hamilton AveLOS Delay V/CCrit DelayLOS Delay V/CCrit DelayLOS Delay V/CAvg Crit DelayLOS Delay V/CAvg Crit DelayAM PM AM PM AM PM1Almarida Dr / Hamilton AveC+ 21.4 0.679 23.7 C+ 22.7 0.656 25.7 C 23.2 0.705 25.9 C 25.5 0.701 29.7 1.8 2.8 0.026 0.045 2.2 4.02Salmar Ave-SR17 S Off-ramp / Hamilton AveD+ 37.6 0.883 43.1 D 50.3 0.908 50.8 D+ 37.8 0.889 43.7 D- 51.1 0.923 52.5 0.2 0.8 0.006 0.015 0.6 1.73Bascom Ave / Hamilton AveE+ 59.0 0.936 73.2 D- 51.5 0.777 54.4 E+ 59.6 0.943 74.4 D- 51.8 0.784 54.8 0.6 0.3 0.007 0.007 1.2 0.4BOLD = Below LOS Standard > 0.01 colored > 4.0 colored515 E. Hamilton AveLOS Delay V/CCrit DelayLOS Delay V/CCrit DelayLOS Delay V/CAvg Crit DelayLOS Delay V/CAvg Crit DelayAM PM AM PM AM PM1Almarida Dr / Hamilton AveC 23.0 0.723 26.0 C 24.3 0.706 28.3 C 25.0 0.749 28.3 C 27.1 0.752 32.3 2.0 2.8 0.026 0.046 2.3 4.02Salmar Ave-SR17 S Off-ramp / Hamilton AveD 45.7 0.949 56.5 E+ 57.9 0.981 64.4 D 46.3 0.956 57.9 E+ 59.8 0.995 68.0 0.6 1.9 0.007 0.014 1.4 3.63Bascom Ave / Hamilton AveE 69.8 1.018 92.0 D- 54.1 0.845 53.6 E 70.8 1.024 93.8 D- 54.7 0.856 54.7 1.0 0.6 0.006 0.011 1.8 1.1BOLD = Below LOS Standard 515 E. Hamilton AveLOS Delay V/CCrit DelayLOS Delay V/CCrit DelayLOS Delay V/CAvg Crit DelayLOS Delay V/CAvg Crit DelayAM PM AM PM AM PM1Almarida Dr / Hamilton AveC 24.9 0.816 29.4 C 28.3 0.864 35.2 C 27.0 0.842 32.1 C- 32.4 0.909 41.4 2.1 4.1 0.026 0.045 2.7 6.22Salmar Ave-SR17 S Off-ramp / Hamilton AveE 63.6 1.058 90.4F 106.8 1.195 144.3E 64.6 1.064 92.7F 110.1 1.209 150.41.0 3.3 0.006 0.014 2.3 6.13Bascom Ave / Hamilton AveF 87.7 1.122 127.6 E 74.0 1.022 86.9 F 89.1 1.129 130.2 E- 75.3 1.029 89.0 1.4 1.3 0.007 0.007 2.6 2.1BOLD = Below LOS Standard 515 E. Hamilton AveLOS Delay V/CCrit DelayLOS Delay V/CCrit DelayLOS Delay V/CAvg Crit DelayLOS Delay V/CAvg Crit DelayAM PM AM PM AM PM2Salmar Ave-SR17 S Off-ramp / Hamilton AveE 63.6 1.058 90.4F 106.8 1.195 144.3D- 51.2 1.009 69.8 E- 79.4 1.099 101.8 -12.4 -27.4 -0.049 -0.096 -20.6 -42.5BOLD = Below LOS Standard ID No.IntersectionAM PM AM PMChange in V/CChange in Crit DelayCumulative Condition Cumulative plus Project Condition (MITIGATED)Change in DelayID No.IntersectionAMChange in V/CChange in Crit DelayChange in DelayPM AM PMAMCumulative Condition Cumulative plus Project ConditionID No.ID No.IntersectionChange in Crit DelayBackground Condition Background plus Project ConditionIntersectionChange in Delay Change in V/CChange in Crit DelayAMPMExisting Condition Existing plus Project ConditionPM AMChange in Delay Change in V/CPM AM PMN:\AAA\SCX\CMP\CMP038 515 East Hamilton Avenue\03 TRAFFIX\CMP038 LOS Summary v2Printed: 11/8/2022 COMPARE Fri Sep 09 11:41:58 2022 Page 10-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Existing Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 01 AM Existing Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 25 0 228*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 26*** 1 Cycle Time (sec): 166 0 171 0 Loss Time (sec): 12 1 1670 3 Critical V/C: 0.679 2 2511*** 1 Avg Crit Del (sec/veh): 23.7 0 13 0 Avg Delay (sec/veh): 21.4 1 23 LOS:C+ Lanes: 0 0 1! 0 0 Base Vol: 51 0 61*** Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 51 0 61 228 0 25 26 1670 13 23 2511 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 0 61 228 0 25 26 1670 13 23 2511 171 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 0 61 228 0 25 26 1670 13 23 2511 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 0 61 228 0 25 26 1670 13 23 2511 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 51 0 61 228 0 25 26 1670 13 23 2511 171 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.46 0.00 0.54 2.00 0.00 1.00 1.00 3.97 0.03 1.00 2.80 0.20 Final Sat.: 797 0 953 3150 0 1750 1750 7442 58 1750 5242 357 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.06 0.07 0.00 0.01 0.01 0.22 0.22 0.01 0.48 0.48 Crit Moves: **** **** **** **** Green Time: 15.3 0.0 15.3 17.3 0.0 17.3 7.0 102 102.2 19.2 114 114.4 Volume/Cap: 0.69 0.00 0.69 0.69 0.00 0.14 0.35 0.36 0.36 0.11 0.69 0.69 Delay/Veh: 85.5 0.0 85.5 78.2 0.0 67.9 80.2 15.9 15.9 66.0 15.9 15.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 85.5 0.0 85.5 78.2 0.0 67.9 80.2 15.9 15.9 66.0 15.9 15.9 LOS by Move: F A F E- A E F B B E B B HCM2k95thQ: 14 0 14 15 0 3 4 19 19 2 42 42 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:41:58 2022 Page 10-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Existing Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 01 AM Existing Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1054 205*** 764 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 166 0 538 0 Loss Time (sec): 12 1 1882 4 Critical V/C: 0.883 1 1727*** 1 Avg Crit Del (sec/veh): 43.1 0 16 0 Avg Delay (sec/veh): 37.6 1 133 LOS:D+ Lanes: 1 0 0 0 2 Base Vol: 18*** 0 315 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 18 0 315 764 205 1054 0 1882 16 133 1727 538 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 0 315 764 205 1054 0 1882 16 133 1727 538 User Adj: 1.00 1.00 1.35 1.00 1.00 0.00 1.00 1.32 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 0 426 764 205 0 0 2480 16 133 1727 538 Reduct Vol: 0 0 105 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 0 321 764 205 0 0 2480 16 133 1727 538 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 0 321 764 205 0 0 2480 16 133 1727 538 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.85 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.42 0.58 1.00 0.00 4.97 0.03 1.00 1.51 0.49 Final Sat.: 1750 0 3150 3895 1045 1750 0 9340 60 1750 2820 879 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.10 0.20 0.20 0.00 0.00 0.27 0.27 0.08 0.61 0.61 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 31.8 35.7 35.7 0.0 0.0 86.6 86.6 24.8 111 111.3 Volume/Cap: 0.24 0.00 0.53 0.91 0.91 0.00 0.00 0.51 0.51 0.51 0.91 0.91 Delay/Veh: 78.7 0.0 61.3 75.4 75.4 0.0 0.0 26.0 26.0 66.7 28.9 28.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 78.7 0.0 61.3 75.4 75.4 0.0 0.0 26.0 26.0 66.7 28.9 28.9 LOS by Move: E- A E E- E- A A C C E C C HCM2k95thQ: 2 0 17 37 37 0 0 28 28 12 74 74 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:41:58 2022 Page 10-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Existing Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 01 AM Existing Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 694*** 444 150 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 596*** 2 Cycle Time (sec): 166 1 459 0 Loss Time (sec): 12 0 859 3 Critical V/C: 0.936 3 1587*** 0 Avg Crit Del (sec/veh): 73.2 0 166 1 Avg Delay (sec/veh): 59.0 2 157 LOS: E+ Lanes: 2 0 3 0 1 Base Vol: 609*** 1004 165 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 609 1004 165 150 444 694 596 859 166 157 1587 459 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 609 1004 165 150 444 694 596 859 166 157 1587 459 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 609 1004 165 150 444 694 596 859 166 157 1587 459 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 609 1004 165 150 444 694 596 859 166 157 1587 459 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 609 1004 165 150 444 694 596 859 166 157 1587 459 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.18 0.09 0.05 0.08 0.40 0.19 0.15 0.09 0.05 0.28 0.26 Crit Moves: **** **** **** **** Green Time: 34.3 55.9 76.6 15.1 36.8 70.3 33.6 62.3 96.6 20.6 49.4 64.5 Volume/Cap: 0.94 0.52 0.20 0.52 0.35 0.94 0.94 0.40 0.16 0.40 0.94 0.68 Delay/Veh: 85.8 44.5 26.7 73.7 54.7 64.8 86.5 38.2 16.1 67.7 67.0 44.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 85.8 44.5 26.7 73.7 54.7 64.8 86.5 38.2 16.1 67.7 67.0 44.8 LOS by Move: F D C E D- E F D+ B E E D HCM2k95thQ: 37 24 10 10 12 63 33 19 8 9 48 35 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:41:58 2022 Page 10-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Fri Sep 09 11:44:19 2022 Page 10-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Existing Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 02 PM Existing Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 81 0 239*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 72*** 1 Cycle Time (sec): 160 0 226 0 Loss Time (sec): 12 1 1976 3 Critical V/C: 0.656 2 2185*** 1 Avg Crit Del (sec/veh): 25.7 0 17 0 Avg Delay (sec/veh): 22.7 1 30 LOS:C+ Lanes: 0 0 1! 0 0 Base Vol: 54*** 0 49 Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 54 0 49 239 0 81 72 1976 17 30 2185 226 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 0 49 239 0 81 72 1976 17 30 2185 226 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 0 49 239 0 81 72 1976 17 30 2185 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 0 49 239 0 81 72 1976 17 30 2185 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 0 49 239 0 81 72 1976 17 30 2185 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.52 0.00 0.48 2.00 0.00 1.00 1.00 3.96 0.04 1.00 2.71 0.29 Final Sat.: 917 0 833 3150 0 1750 1750 7436 64 1750 5074 525 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.06 0.08 0.00 0.05 0.04 0.27 0.27 0.02 0.43 0.43 Crit Moves: **** **** **** **** Green Time: 14.4 0.0 14.4 18.5 0.0 18.5 10.0 98.8 98.8 16.3 105 105.1 Volume/Cap: 0.66 0.00 0.66 0.66 0.00 0.40 0.66 0.43 0.43 0.17 0.66 0.66 Delay/Veh: 80.1 0.0 80.1 72.0 0.0 66.9 86.8 16.0 16.0 66.1 17.0 17.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 80.1 0.0 80.1 72.0 0.0 66.9 86.8 16.0 16.0 66.1 17.0 17.0 LOS by Move: F A F E A E F B B E B B HCM2k95thQ: 12 0 12 15 0 8 10 22 22 3 38 38 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:44:19 2022 Page 10-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Existing Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 02 PM Existing Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1202 250*** 1496 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 160 0 419 0 Loss Time (sec): 12 1 2033 4 Critical V/C: 0.908 1 1271*** 1 Avg Crit Del (sec/veh): 50.8 0 50 0 Avg Delay (sec/veh): 50.3 1 186 LOS:D Lanes: 1 0 0 0 2 Base Vol: 53*** 0 419 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 53 0 419 1496 250 1202 0 2033 50 186 1271 419 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 53 0 419 1496 250 1202 0 2033 50 186 1271 419 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 53 0 419 1496 250 0 0 2033 50 186 1271 419 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 53 0 419 1496 250 0 0 2033 50 186 1271 419 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 53 0 419 1496 250 0 0 2033 50 186 1271 419 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.86 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.61 0.39 1.00 0.00 4.87 0.13 1.00 1.49 0.51 Final Sat.: 1750 0 3150 4236 708 1750 0 9174 226 1750 2782 917 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.13 0.35 0.35 0.00 0.00 0.22 0.22 0.11 0.46 0.46 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 32.8 61.5 61.5 0.0 0.0 53.7 53.7 25.8 79.5 79.5 Volume/Cap: 0.69 0.00 0.65 0.92 0.92 0.00 0.00 0.66 0.66 0.66 0.92 0.92 Delay/Veh: 99.2 0.0 60.7 54.6 54.6 0.0 0.0 45.8 45.8 68.7 45.2 45.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 99.2 0.0 60.7 54.6 54.6 0.0 0.0 45.8 45.8 68.7 45.2 45.2 LOS by Move: F A E D- D- A A D D E D D HCM2k95thQ: 8 0 22 55 55 0 0 30 30 17 63 63 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:44:19 2022 Page 10-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Existing Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 02 PM Existing Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 547 861*** 553 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 580 2 Cycle Time (sec): 160 1 204 0 Loss Time (sec): 12 0 1819*** 3 Critical V/C: 0.777 3 1038 0 Avg Crit Del (sec/veh): 54.4 0 497 1 Avg Delay (sec/veh): 51.5 2 279*** LOS:D- Lanes: 2 0 3 0 1 Base Vol: 503*** 665 309 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 503 665 309 553 861 547 580 1819 497 279 1038 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 503 665 309 553 861 547 580 1819 497 279 1038 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 503 665 309 553 861 547 580 1819 497 279 1038 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 503 665 309 553 861 547 580 1819 497 279 1038 204 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 503 665 309 553 861 547 580 1819 497 279 1038 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.12 0.18 0.18 0.15 0.31 0.18 0.32 0.28 0.09 0.18 0.12 Crit Moves: **** **** **** **** Green Time: 32.9 25.6 43.8 38.5 31.1 73.3 42.2 65.7 98.6 18.2 41.8 80.2 Volume/Cap: 0.78 0.73 0.64 0.73 0.78 0.68 0.70 0.78 0.46 0.78 0.70 0.23 Delay/Veh: 66.0 67.0 54.3 59.6 64.7 36.6 55.8 42.5 16.7 79.1 54.9 22.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.0 67.0 54.3 59.6 64.7 36.6 55.8 42.5 16.7 79.1 54.9 22.7 LOS by Move: E E D- E+ E D+ E+ D B E- D- C+ HCM2k95thQ: 27 21 26 28 26 38 26 42 24 18 28 11 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:44:19 2022 Page 10-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Fri Sep 09 11:44:46 2022 Page 10-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Background Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 03 AM Background Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 31 0 268*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 40*** 1 Cycle Time (sec): 166 0 188 0 Loss Time (sec): 12 1 1737 3 Critical V/C: 0.723 2 2607*** 1 Avg Crit Del (sec/veh): 26.0 0 13 0 Avg Delay (sec/veh): 23.0 1 23 LOS:C Lanes: 0 0 1! 0 0 Base Vol: 51 0 61*** Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 51 0 61 268 0 31 40 1737 13 23 2607 188 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 0 61 268 0 31 40 1737 13 23 2607 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 0 61 268 0 31 40 1737 13 23 2607 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 0 61 268 0 31 40 1737 13 23 2607 188 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 51 0 61 268 0 31 40 1737 13 23 2607 188 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.46 0.00 0.54 2.00 0.00 1.00 1.00 3.97 0.03 1.00 2.79 0.21 Final Sat.: 797 0 953 3150 0 1750 1750 7444 56 1750 5223 377 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.06 0.09 0.00 0.02 0.02 0.23 0.23 0.01 0.50 0.50 Crit Moves: **** **** **** **** Green Time: 14.5 0.0 14.5 19.3 0.0 19.3 7.0 102 101.8 18.4 113 113.2 Volume/Cap: 0.73 0.00 0.73 0.73 0.00 0.15 0.54 0.38 0.38 0.12 0.73 0.73 Delay/Veh: 90.4 0.0 90.4 78.3 0.0 66.3 85.9 16.2 16.2 66.8 17.5 17.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 90.4 0.0 90.4 78.3 0.0 66.3 85.9 16.2 16.2 66.8 17.5 17.5 LOS by Move: F A F E- A E F B B E B B HCM2k95thQ: 14 0 14 17 0 3 6 20 20 2 46 46 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:44:46 2022 Page 10-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Background Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 03 AM Background Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1076 205 943*** Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 166 0 540 0 Loss Time (sec): 12 1 1969 4 Critical V/C: 0.949 1 1816*** 1 Avg Crit Del (sec/veh): 56.5 0 35 0 Avg Delay (sec/veh): 45.7 1 135 LOS:D Lanes: 1 0 0 0 2 Base Vol: 20*** 0 316 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 20 0 316 943 205 1076 0 1969 35 135 1816 540 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 0 316 943 205 1076 0 1969 35 135 1816 540 User Adj: 1.00 1.00 1.35 1.00 1.00 0.00 1.00 1.32 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 20 0 427 943 205 0 0 2595 35 135 1816 540 Reduct Vol: 0 0 105 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 0 322 943 205 0 0 2595 35 135 1816 540 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 0 322 943 205 0 0 2595 35 135 1816 540 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.85 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.51 0.49 1.00 0.00 4.93 0.07 1.00 1.53 0.47 Final Sat.: 1750 0 3150 4059 882 1750 0 9275 125 1750 2851 848 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.10 0.23 0.23 0.00 0.00 0.28 0.28 0.08 0.64 0.64 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 30.3 39.3 39.3 0.0 0.0 84.4 84.4 23.3 108 107.7 Volume/Cap: 0.27 0.00 0.56 0.98 0.98 0.00 0.00 0.55 0.55 0.55 0.98 0.98 Delay/Veh: 79.0 0.0 63.1 84.9 84.9 0.0 0.0 28.0 28.0 69.1 42.4 42.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 79.0 0.0 63.1 84.9 84.9 0.0 0.0 28.0 28.0 69.1 42.4 42.4 LOS by Move: E- A E F F A A C C E D D HCM2k95thQ: 3 0 17 44 44 0 0 31 31 12 87 87 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:44:46 2022 Page 10-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Background Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 03 AM Background Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 808*** 464 161 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 757*** 2 Cycle Time (sec): 166 1 479 0 Loss Time (sec): 12 0 877 3 Critical V/C: 1.018 3 1622*** 0 Avg Crit Del (sec/veh): 92.0 0 179 1 Avg Delay (sec/veh): 69.8 2 174 LOS: E Lanes: 2 0 3 0 1 Base Vol: 623*** 1025 173 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 623 1025 173 161 464 808 757 877 179 174 1622 479 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 623 1025 173 161 464 808 757 877 179 174 1622 479 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 623 1025 173 161 464 808 757 877 179 174 1622 479 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 623 1025 173 161 464 808 757 877 179 174 1622 479 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 623 1025 173 161 464 808 757 877 179 174 1622 479 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.18 0.10 0.05 0.08 0.46 0.24 0.15 0.10 0.06 0.28 0.27 Crit Moves: **** **** **** **** Green Time: 32.3 53.2 75.9 15.1 36.1 75.3 39.2 63.0 95.3 22.6 46.4 61.6 Volume/Cap: 1.02 0.56 0.22 0.56 0.37 1.02 1.02 0.41 0.18 0.41 1.02 0.74 Delay/Veh: 107.7 47.1 27.3 74.8 55.5 81.8 100.9 37.9 16.9 66.2 86.8 49.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 107.7 47.1 27.3 74.8 55.5 81.8 100.9 37.9 16.9 66.2 86.8 49.7 LOS by Move: F D C E E+ F F D+ B E F D HCM2k95thQ: 41 25 11 11 13 80 44 19 9 10 54 39 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:44:46 2022 Page 10-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Fri Sep 09 11:31:40 2022 Page 10-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Background Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 04 PM Background Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 86 0 274*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 89*** 1 Cycle Time (sec): 160 0 250 0 Loss Time (sec): 12 1 2052 3 Critical V/C: 0.706 2 2306*** 1 Avg Crit Del (sec/veh): 28.3 0 17 0 Avg Delay (sec/veh): 24.3 1 30 LOS:C Lanes: 0 0 1! 0 0 Base Vol: 54*** 0 49 Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 54 0 49 274 0 86 89 2052 17 30 2306 250 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 0 49 274 0 86 89 2052 17 30 2306 250 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 0 49 274 0 86 89 2052 17 30 2306 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 0 49 274 0 86 89 2052 17 30 2306 250 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 0 49 274 0 86 89 2052 17 30 2306 250 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.52 0.00 0.48 2.00 0.00 1.00 1.00 3.97 0.03 1.00 2.70 0.30 Final Sat.: 917 0 833 3150 0 1750 1750 7438 62 1750 5052 548 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.06 0.09 0.00 0.05 0.05 0.28 0.28 0.02 0.46 0.46 Crit Moves: **** **** **** **** Green Time: 13.3 0.0 13.3 19.7 0.0 19.7 11.5 99.2 99.2 15.7 103 103.4 Volume/Cap: 0.71 0.00 0.71 0.71 0.00 0.40 0.71 0.44 0.44 0.17 0.71 0.71 Delay/Veh: 86.1 0.0 86.1 73.2 0.0 65.9 89.3 16.0 16.0 66.7 19.1 19.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 86.1 0.0 86.1 73.2 0.0 65.9 89.3 16.0 16.0 66.7 19.1 19.1 LOS by Move: F A F E A E F B B E B- B- HCM2k95thQ: 13 0 13 17 0 9 12 23 23 3 42 42 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:31:40 2022 Page 10-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Background Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 04 PM Background Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1224 250 1595*** Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 160 0 467 0 Loss Time (sec): 12 1 2142 4 Critical V/C: 0.981 1 1392*** 1 Avg Crit Del (sec/veh): 64.4 0 51 0 Avg Delay (sec/veh): 57.9 1 188 LOS: E+ Lanes: 1 0 0 0 2 Base Vol: 55*** 0 421 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 55 0 421 1595 250 1224 0 2142 51 188 1392 467 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 0 421 1595 250 1224 0 2142 51 188 1392 467 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 0 421 1595 250 0 0 2142 51 188 1392 467 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 0 421 1595 250 0 0 2142 51 188 1392 467 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 55 0 421 1595 250 0 0 2142 51 188 1392 467 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.86 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.63 0.37 1.00 0.00 4.88 0.12 1.00 1.48 0.52 Final Sat.: 1750 0 3150 4274 670 1750 0 9181 219 1750 2770 929 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.13 0.37 0.37 0.00 0.00 0.23 0.23 0.11 0.50 0.50 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 32.5 60.1 60.1 0.0 0.0 55.4 55.4 25.5 80.9 80.9 Volume/Cap: 0.72 0.00 0.66 0.99 0.99 0.00 0.00 0.67 0.67 0.67 0.99 0.99 Delay/Veh: 103.3 0.0 61.1 69.1 69.1 0.0 0.0 45.2 45.2 69.7 58.6 58.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 103.3 0.0 61.1 69.1 69.1 0.0 0.0 45.2 45.2 69.7 58.6 58.6 LOS by Move: F A E E E A A D D E E+ E+ HCM2k95thQ: 8 0 22 63 63 0 0 31 31 17 76 76 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:31:40 2022 Page 10-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Background Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 04 PM Background Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 726*** 895 575 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 687 2 Cycle Time (sec): 160 1 214 0 Loss Time (sec): 12 0 1851*** 3 Critical V/C: 0.845 3 1060 0 Avg Crit Del (sec/veh): 53.6 0 510 1 Avg Delay (sec/veh): 54.1 2 303*** LOS:D- Lanes: 2 0 3 0 1 Base Vol: 517*** 691 334 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 517 691 334 575 895 726 687 1851 510 303 1060 214 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 517 691 334 575 895 726 687 1851 510 303 1060 214 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 517 691 334 575 895 726 687 1851 510 303 1060 214 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 517 691 334 575 895 726 687 1851 510 303 1060 214 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 517 691 334 575 895 726 687 1851 510 303 1060 214 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.12 0.19 0.18 0.16 0.41 0.22 0.32 0.29 0.10 0.19 0.12 Crit Moves: **** **** **** **** Green Time: 31.1 27.3 45.5 41.1 37.2 80.3 43.0 61.5 92.5 18.2 36.7 77.7 Volume/Cap: 0.85 0.71 0.67 0.71 0.67 0.83 0.81 0.85 0.50 0.85 0.81 0.25 Delay/Veh: 72.7 65.1 54.2 57.1 57.2 40.5 60.7 48.2 20.5 86.2 62.3 24.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.7 65.1 54.2 57.1 57.2 40.5 60.7 48.2 20.5 86.2 62.3 24.3 LOS by Move: E E D- E+ E+ D E D C+ F E C HCM2k95thQ: 29 21 28 28 25 54 32 45 27 20 31 12 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:31:40 2022 Page 10-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Fri Sep 09 11:35:43 2022 Page 10-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Cumulative Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 05 AM Cumulative Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 30 0 274*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 32*** 1 Cycle Time (sec): 166 0 205 0 Loss Time (sec): 12 1 2001 3 Critical V/C: 0.816 2 3009*** 1 Avg Crit Del (sec/veh): 29.4 0 16 0 Avg Delay (sec/veh): 24.9 1 28 LOS:C Lanes: 0 0 1! 0 0 Base Vol: 62 0 74*** Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 62 0 74 274 0 30 32 2001 16 28 3009 205 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 62 0 74 274 0 30 32 2001 16 28 3009 205 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 0 74 274 0 30 32 2001 16 28 3009 205 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 62 0 74 274 0 30 32 2001 16 28 3009 205 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 62 0 74 274 0 30 32 2001 16 28 3009 205 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.46 0.00 0.54 2.00 0.00 1.00 1.00 3.97 0.03 1.00 2.80 0.20 Final Sat.: 798 0 952 3150 0 1750 1750 7440 59 1750 5242 357 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.08 0.09 0.00 0.02 0.02 0.27 0.27 0.02 0.57 0.57 Crit Moves: **** **** **** **** Green Time: 15.5 0.0 15.5 17.3 0.0 17.3 7.0 105 104.8 16.4 114 114.2 Volume/Cap: 0.83 0.00 0.83 0.83 0.00 0.16 0.43 0.43 0.43 0.16 0.83 0.83 Delay/Veh: 103.3 0.0 103.3 89.5 0.0 68.2 81.6 15.5 15.5 68.9 20.6 20.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 103.3 0.0 103.3 89.5 0.0 68.2 81.6 15.5 15.5 68.9 20.6 20.6 LOS by Move: F A F F A E F B B E C+ C+ HCM2k95thQ: 18 0 18 19 0 3 5 23 23 3 59 59 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:35:43 2022 Page 10-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Cumulative Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 05 AM Cumulative Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1263 246*** 916 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 166 0 645 0 Loss Time (sec): 12 1 2255 4 Critical V/C: 1.058 1 2069*** 1 Avg Crit Del (sec/veh): 90.4 0 20 0 Avg Delay (sec/veh): 63.6 1 160 LOS: E Lanes: 1 0 0 0 2 Base Vol: 22*** 0 378 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 22 0 378 916 246 1263 0 2255 20 160 2069 645 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 0 378 916 246 1263 0 2255 20 160 2069 645 User Adj: 1.00 1.00 1.35 1.00 1.00 0.00 1.00 1.32 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 0 511 916 246 0 0 2972 20 160 2069 645 Reduct Vol: 0 0 105 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 0 406 916 246 0 0 2972 20 160 2069 645 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 0 406 916 246 0 0 2972 20 160 2069 645 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.85 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.42 0.58 1.00 0.00 4.97 0.03 1.00 1.51 0.49 Final Sat.: 1750 0 3150 3894 1046 1750 0 9337 63 1750 2820 879 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.13 0.24 0.24 0.00 0.00 0.32 0.32 0.09 0.73 0.73 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 31.8 35.7 35.7 0.0 0.0 86.5 86.5 24.8 111 111.3 Volume/Cap: 0.30 0.00 0.67 1.09 1.09 0.00 0.00 0.61 0.61 0.61 1.09 1.09 Delay/Veh: 79.4 0.0 65.2 122.2 122 0.0 0.0 28.2 28.2 70.2 76.9 76.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 79.4 0.0 65.2 122.2 122 0.0 0.0 28.2 28.2 70.2 76.9 76.9 LOS by Move: E- A E F F A A C C E E- E- HCM2k95thQ: 3 0 22 50 50 0 0 35 35 14 121 121 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:35:43 2022 Page 10-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Cumulative Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 05 AM Cumulative Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 832*** 532 180 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 715*** 2 Cycle Time (sec): 166 1 550 0 Loss Time (sec): 12 0 1030 3 Critical V/C: 1.122 3 1902*** 0 Avg Crit Del (sec/veh): 127.6 0 199 1 Avg Delay (sec/veh): 87.7 2 189 LOS:F Lanes: 2 0 3 0 1 Base Vol: 730*** 1203 198 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 730 1203 198 180 532 832 715 1030 199 189 1902 550 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 730 1203 198 180 532 832 715 1030 199 189 1902 550 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 730 1203 198 180 532 832 715 1030 199 189 1902 550 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 730 1203 198 180 532 832 715 1030 199 189 1902 550 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 730 1203 198 180 532 832 715 1030 199 189 1902 550 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.21 0.11 0.06 0.09 0.48 0.23 0.18 0.11 0.06 0.33 0.31 Crit Moves: **** **** **** **** Green Time: 34.3 55.9 76.6 15.1 36.8 70.3 33.6 62.3 96.6 20.7 49.4 64.5 Volume/Cap: 1.12 0.63 0.25 0.63 0.42 1.12 1.12 0.48 0.20 0.48 1.12 0.81 Delay/Veh: 139.7 46.9 27.3 77.0 55.7 119.8 140.3 39.7 16.5 68.6 122 52.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 139.7 46.9 27.3 77.0 55.7 119.8 140.3 39.7 16.5 68.6 122 52.4 LOS by Move: F D C E- E+ F F D B E F D- HCM2k95thQ: 50 30 12 12 15 91 46 23 10 11 67 46 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:35:43 2022 Page 10-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Fri Sep 09 15:39:44 2022 Page 10-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Cumulative Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 06 PM Cumulative Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 107 0 315*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 95*** 1 Cycle Time (sec): 160 0 298 0 Loss Time (sec): 12 1 2599 3 Critical V/C: 0.864 2 2874*** 1 Avg Crit Del (sec/veh): 35.2 0 23 0 Avg Delay (sec/veh): 28.3 1 40 LOS:C Lanes: 0 0 1! 0 0 Base Vol: 72 0 65*** Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 72 0 65 315 0 107 95 2599 23 40 2874 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 0 65 315 0 107 95 2599 23 40 2874 298 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 0 65 315 0 107 95 2599 23 40 2874 298 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 0 65 315 0 107 95 2599 23 40 2874 298 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 0 65 315 0 107 95 2599 23 40 2874 298 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.53 0.00 0.47 2.00 0.00 1.00 1.00 3.96 0.04 1.00 2.71 0.29 Final Sat.: 920 0 830 3150 0 1750 1750 7434 66 1750 5073 526 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.08 0.10 0.00 0.06 0.05 0.35 0.35 0.02 0.57 0.57 Crit Moves: **** **** **** **** Green Time: 14.5 0.0 14.5 18.5 0.0 18.5 10.1 102 102.2 12.8 105 104.9 Volume/Cap: 0.86 0.00 0.86 0.86 0.00 0.53 0.86 0.55 0.55 0.29 0.86 0.86 Delay/Veh: 107.4 0.0 107.4 88.3 0.0 69.2 120.6 16.2 16.2 70.4 24.2 24.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 107.4 0.0 107.4 88.3 0.0 69.2 120.6 16.2 16.2 70.4 24.2 24.2 LOS by Move: F A F F A E F B B E C C HCM2k95thQ: 18 0 18 21 0 11 14 30 30 4 61 61 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 15:39:44 2022 Page 10-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Cumulative Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 06 PM Cumulative Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1581 329 1968*** Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 160 0 551 0 Loss Time (sec): 12 1 2674 4 Critical V/C: 1.195 1 1672*** 1 Avg Crit Del (sec/veh): 144.3 0 66 0 Avg Delay (sec/veh): 106.8 1 245 LOS:F Lanes: 1 0 0 0 2 Base Vol: 70*** 0 551 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 70 0 551 1968 329 1581 0 2674 66 245 1672 551 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 0 551 1968 329 1581 0 2674 66 245 1672 551 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 70 0 551 1968 329 0 0 2674 66 245 1672 551 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 0 551 1968 329 0 0 2674 66 245 1672 551 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 70 0 551 1968 329 0 0 2674 66 245 1672 551 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.86 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.61 0.39 1.00 0.00 4.87 0.13 1.00 1.49 0.51 Final Sat.: 1750 0 3150 4236 708 1750 0 9173 226 1750 2782 917 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.17 0.46 0.46 0.00 0.00 0.29 0.29 0.14 0.60 0.60 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 32.8 61.5 61.5 0.0 0.0 53.7 53.7 25.8 79.5 79.5 Volume/Cap: 0.91 0.00 0.85 1.21 1.21 0.00 0.00 0.87 0.87 0.87 1.21 1.21 Delay/Veh: 150.3 0.0 72.0 148.6 149 0.0 0.0 52.7 52.7 89.1 140 139.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 150.3 0.0 72.0 148.6 149 0.0 0.0 52.7 52.7 89.1 140 139.7 LOS by Move: F A E F F A A D- D- F F F HCM2k95thQ: 12 0 31 96 96 0 0 43 43 22 116 116 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 15:39:44 2022 Page 10-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Cumulative Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 06 PM Cumulative Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 720 1133*** 728 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 763 2 Cycle Time (sec): 160 1 269 0 Loss Time (sec): 12 0 2392*** 3 Critical V/C: 1.022 3 1365 0 Avg Crit Del (sec/veh): 86.9 0 654 1 Avg Delay (sec/veh): 74.0 2 367*** LOS: E Lanes: 2 0 3 0 1 Base Vol: 662*** 875 407 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 662 875 407 728 1133 720 763 2392 654 367 1365 269 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 662 875 407 728 1133 720 763 2392 654 367 1365 269 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 662 875 407 728 1133 720 763 2392 654 367 1365 269 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 662 875 407 728 1133 720 763 2392 654 367 1365 269 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 662 875 407 728 1133 720 763 2392 654 367 1365 269 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.15 0.23 0.23 0.20 0.41 0.24 0.42 0.37 0.12 0.24 0.15 Crit Moves: **** **** **** **** Green Time: 32.9 25.6 43.8 38.5 31.1 73.3 42.2 65.7 98.6 18.2 41.7 80.2 Volume/Cap: 1.02 0.96 0.85 0.96 1.02 0.90 0.92 1.02 0.61 1.02 0.92 0.31 Delay/Veh: 104.5 87.6 68.4 83.5 97.1 52.7 72.2 71.5 19.8 124.0 66.8 23.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 104.5 87.6 68.4 83.5 97.1 52.7 72.2 71.5 19.8 124.0 66.8 23.7 LOS by Move: F F E F F D- E E B- F E C HCM2k95thQ: 42 31 38 42 40 59 37 66 34 27 41 15 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 15:39:44 2022 Page 10-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Fri Sep 09 11:45:33 2022 Page 10-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Existing plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 07 AM Ex_Proj Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 39 0 269*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 36*** 1 Cycle Time (sec): 166 0 200 0 Loss Time (sec): 12 1 1670 3 Critical V/C: 0.705 2 2511*** 1 Avg Crit Del (sec/veh): 25.9 0 13 0 Avg Delay (sec/veh): 23.2 1 23 LOS:C Lanes: 0 0 1! 0 0 Base Vol: 51 0 61*** Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 51 0 61 269 0 39 36 1670 13 23 2511 200 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 0 61 269 0 39 36 1670 13 23 2511 200 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 0 61 269 0 39 36 1670 13 23 2511 200 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 0 61 269 0 39 36 1670 13 23 2511 200 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 51 0 61 269 0 39 36 1670 13 23 2511 200 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.46 0.00 0.54 2.00 0.00 1.00 1.00 3.97 0.03 1.00 2.77 0.23 Final Sat.: 797 0 953 3150 0 1750 1750 7442 58 1750 5186 413 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.06 0.09 0.00 0.02 0.02 0.22 0.22 0.01 0.48 0.48 Crit Moves: **** **** **** **** Green Time: 14.8 0.0 14.8 19.8 0.0 19.8 7.0 100 100.5 18.9 112 112.3 Volume/Cap: 0.72 0.00 0.72 0.72 0.00 0.19 0.49 0.37 0.37 0.12 0.72 0.72 Delay/Veh: 88.1 0.0 88.1 76.8 0.0 66.3 82.7 16.7 16.7 66.3 17.5 17.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 88.1 0.0 88.1 76.8 0.0 66.3 82.7 16.7 16.7 66.3 17.5 17.5 LOS by Move: F A F E- A E F B B E B B HCM2k95thQ: 14 0 14 17 0 4 5 19 19 2 45 45 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:45:33 2022 Page 10-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Existing plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 07 AM Ex_Proj Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1063 205*** 764 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 166 0 538 0 Loss Time (sec): 12 1 1922 4 Critical V/C: 0.889 1 1747*** 1 Avg Crit Del (sec/veh): 43.7 0 17 0 Avg Delay (sec/veh): 37.8 1 133 LOS:D+ Lanes: 1 0 0 0 2 Base Vol: 19*** 0 315 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 19 0 315 764 205 1063 0 1922 17 133 1747 538 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 0 315 764 205 1063 0 1922 17 133 1747 538 User Adj: 1.00 1.00 1.35 1.00 1.00 0.00 1.00 1.32 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 0 426 764 205 0 0 2533 17 133 1747 538 Reduct Vol: 0 0 105 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 0 321 764 205 0 0 2533 17 133 1747 538 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 0 321 764 205 0 0 2533 17 133 1747 538 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.85 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.42 0.58 1.00 0.00 4.97 0.03 1.00 1.52 0.48 Final Sat.: 1750 0 3150 3895 1045 1750 0 9337 63 1750 2828 871 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.10 0.20 0.20 0.00 0.00 0.27 0.27 0.08 0.62 0.62 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 31.4 35.4 35.4 0.0 0.0 87.2 87.2 24.4 112 111.6 Volume/Cap: 0.26 0.00 0.54 0.92 0.92 0.00 0.00 0.52 0.52 0.52 0.92 0.92 Delay/Veh: 78.8 0.0 61.7 76.4 76.4 0.0 0.0 25.8 25.8 67.2 29.5 29.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 78.8 0.0 61.7 76.4 76.4 0.0 0.0 25.8 25.8 67.2 29.5 29.5 LOS by Move: E- A E E- E- A A C C E C C HCM2k95thQ: 3 0 17 37 37 0 0 29 29 12 75 75 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:45:33 2022 Page 10-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Existing plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 07 AM Ex_Proj Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 699*** 444 150 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 602*** 2 Cycle Time (sec): 166 1 459 0 Loss Time (sec): 12 0 868 3 Critical V/C: 0.943 3 1593*** 0 Avg Crit Del (sec/veh): 74.4 0 175 1 Avg Delay (sec/veh): 59.6 2 157 LOS: E+ Lanes: 2 0 3 0 1 Base Vol: 616*** 1004 165 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 616 1004 165 150 444 699 602 868 175 157 1593 459 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 616 1004 165 150 444 699 602 868 175 157 1593 459 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 616 1004 165 150 444 699 602 868 175 157 1593 459 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 616 1004 165 150 444 699 602 868 175 157 1593 459 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 616 1004 165 150 444 699 602 868 175 157 1593 459 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.18 0.09 0.05 0.08 0.40 0.19 0.15 0.10 0.05 0.28 0.26 Crit Moves: **** **** **** **** Green Time: 34.4 56.0 76.4 15.1 36.7 70.3 33.7 62.4 96.9 20.4 49.2 64.4 Volume/Cap: 0.94 0.52 0.20 0.52 0.35 0.94 0.94 0.40 0.17 0.40 0.94 0.68 Delay/Veh: 86.9 44.5 26.8 73.7 54.8 66.2 87.7 38.2 16.1 67.9 68.1 44.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 86.9 44.5 26.8 73.7 54.8 66.2 87.7 38.2 16.1 67.9 68.1 44.9 LOS by Move: F D C E D- E F D+ B E E D HCM2k95thQ: 38 24 10 10 12 64 34 19 8 9 49 35 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:45:33 2022 Page 10-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Fri Sep 09 11:46:03 2022 Page 10-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Existing plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 08 PM Ex_Proj Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 99 0 291*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 96*** 1 Cycle Time (sec): 160 0 293 0 Loss Time (sec): 12 1 1976 3 Critical V/C: 0.701 2 2185*** 1 Avg Crit Del (sec/veh): 29.7 0 17 0 Avg Delay (sec/veh): 25.5 1 30 LOS:C Lanes: 0 0 1! 0 0 Base Vol: 54*** 0 49 Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 54 0 49 291 0 99 96 1976 17 30 2185 293 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 0 49 291 0 99 96 1976 17 30 2185 293 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 0 49 291 0 99 96 1976 17 30 2185 293 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 0 49 291 0 99 96 1976 17 30 2185 293 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 0 49 291 0 99 96 1976 17 30 2185 293 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.52 0.00 0.48 2.00 0.00 1.00 1.00 3.96 0.04 1.00 2.63 0.37 Final Sat.: 917 0 833 3150 0 1750 1750 7436 64 1750 4937 662 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.06 0.09 0.00 0.06 0.05 0.27 0.27 0.02 0.44 0.44 Crit Moves: **** **** **** **** Green Time: 13.4 0.0 13.4 21.1 0.0 21.1 12.5 97.5 97.5 16.0 101 101.0 Volume/Cap: 0.70 0.00 0.70 0.70 0.00 0.43 0.70 0.44 0.44 0.17 0.70 0.70 Delay/Veh: 85.4 0.0 85.4 71.8 0.0 65.2 87.0 16.7 16.7 66.4 20.2 20.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 85.4 0.0 85.4 71.8 0.0 65.2 87.0 16.7 16.7 66.4 20.2 20.2 LOS by Move: F A F E A E F B B E C+ C+ HCM2k95thQ: 13 0 13 17 0 10 12 23 23 3 42 42 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:46:03 2022 Page 10-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Existing plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 08 PM Ex_Proj Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1223 250*** 1496 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 160 0 419 0 Loss Time (sec): 12 1 2084 4 Critical V/C: 0.923 1 1317*** 1 Avg Crit Del (sec/veh): 52.5 0 51 0 Avg Delay (sec/veh): 51.1 1 186 LOS:D- Lanes: 1 0 0 0 2 Base Vol: 54*** 0 419 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 54 0 419 1496 250 1223 0 2084 51 186 1317 419 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 0 419 1496 250 1223 0 2084 51 186 1317 419 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 0 419 1496 250 0 0 2084 51 186 1317 419 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 0 419 1496 250 0 0 2084 51 186 1317 419 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 0 419 1496 250 0 0 2084 51 186 1317 419 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.86 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.61 0.39 1.00 0.00 4.88 0.12 1.00 1.50 0.50 Final Sat.: 1750 0 3150 4236 708 1750 0 9175 225 1750 2806 893 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.13 0.35 0.35 0.00 0.00 0.23 0.23 0.11 0.47 0.47 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 32.6 60.5 60.5 0.0 0.0 54.8 54.8 25.6 80.5 80.5 Volume/Cap: 0.71 0.00 0.65 0.93 0.93 0.00 0.00 0.66 0.66 0.66 0.93 0.93 Delay/Veh: 101.3 0.0 60.9 57.0 57.0 0.0 0.0 45.3 45.3 69.0 46.5 46.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 101.3 0.0 60.9 57.0 57.0 0.0 0.0 45.3 45.3 69.0 46.5 46.5 LOS by Move: F A E E+ E+ A A D D E D D HCM2k95thQ: 8 0 22 56 56 0 0 30 30 17 66 66 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:46:03 2022 Page 10-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Existing plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 08 PM Ex_Proj Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 557 861*** 553 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 588 2 Cycle Time (sec): 160 1 204 0 Loss Time (sec): 12 0 1830*** 3 Critical V/C: 0.784 3 1052 0 Avg Crit Del (sec/veh): 54.8 0 509 1 Avg Delay (sec/veh): 51.8 2 279*** LOS:D- Lanes: 2 0 3 0 1 Base Vol: 518*** 665 309 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 518 665 309 553 861 557 588 1830 509 279 1052 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 518 665 309 553 861 557 588 1830 509 279 1052 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 518 665 309 553 861 557 588 1830 509 279 1052 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 518 665 309 553 861 557 588 1830 509 279 1052 204 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 518 665 309 553 861 557 588 1830 509 279 1052 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.12 0.18 0.18 0.15 0.32 0.19 0.32 0.29 0.09 0.18 0.12 Crit Moves: **** **** **** **** Green Time: 33.6 25.7 43.8 38.7 30.8 72.9 42.0 65.5 99.1 18.1 41.6 80.3 Volume/Cap: 0.78 0.73 0.65 0.73 0.78 0.70 0.71 0.78 0.47 0.78 0.71 0.23 Delay/Veh: 65.9 66.7 54.3 59.3 65.2 37.6 56.4 42.9 16.7 79.9 55.4 22.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.9 66.7 54.3 59.3 65.2 37.6 56.4 42.9 16.7 79.9 55.4 22.6 LOS by Move: E E D- E+ E D+ E+ D B E- E+ C+ HCM2k95thQ: 28 21 26 28 26 39 27 42 25 18 28 11 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:46:03 2022 Page 10-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Fri Sep 09 11:46:34 2022 Page 10-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Background plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 09 AM Back_Proj Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 45 0 309*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 50*** 1 Cycle Time (sec): 166 0 217 0 Loss Time (sec): 12 1 1737 3 Critical V/C: 0.749 2 2607*** 1 Avg Crit Del (sec/veh): 28.3 0 13 0 Avg Delay (sec/veh): 25.0 1 23 LOS:C Lanes: 0 0 1! 0 0 Base Vol: 51 0 61*** Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 51 0 61 309 0 45 50 1737 13 23 2607 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 0 61 309 0 45 50 1737 13 23 2607 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 0 61 309 0 45 50 1737 13 23 2607 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 0 61 309 0 45 50 1737 13 23 2607 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 51 0 61 309 0 45 50 1737 13 23 2607 217 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.46 0.00 0.54 2.00 0.00 1.00 1.00 3.97 0.03 1.00 2.76 0.24 Final Sat.: 797 0 953 3150 0 1750 1750 7444 56 1750 5169 430 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.06 0.10 0.00 0.03 0.03 0.23 0.23 0.01 0.50 0.50 Crit Moves: **** **** **** **** Green Time: 14.1 0.0 14.1 21.6 0.0 21.6 7.0 100 100.1 18.1 111 111.2 Volume/Cap: 0.75 0.00 0.75 0.75 0.00 0.20 0.68 0.39 0.39 0.12 0.75 0.75 Delay/Veh: 93.5 0.0 93.5 77.3 0.0 64.9 100.8 17.1 17.1 67.0 19.1 19.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 93.5 0.0 93.5 77.3 0.0 64.9 100.8 17.1 17.1 67.0 19.1 19.1 LOS by Move: F A F E- A E F B B E B- B- HCM2k95thQ: 14 0 14 19 0 5 8 20 20 2 48 48 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:46:34 2022 Page 10-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Background plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 09 AM Back_Proj Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1085 205 943*** Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 166 0 540 0 Loss Time (sec): 12 1 2009 4 Critical V/C: 0.956 1 1836*** 1 Avg Crit Del (sec/veh): 57.9 0 36 0 Avg Delay (sec/veh): 46.3 1 135 LOS:D Lanes: 1 0 0 0 2 Base Vol: 21*** 0 316 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 21 0 316 943 205 1085 0 2009 36 135 1836 540 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 0 316 943 205 1085 0 2009 36 135 1836 540 User Adj: 1.00 1.00 1.35 1.00 1.00 0.00 1.00 1.32 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 0 427 943 205 0 0 2647 36 135 1836 540 Reduct Vol: 0 0 105 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 0 322 943 205 0 0 2647 36 135 1836 540 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 0 322 943 205 0 0 2647 36 135 1836 540 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.85 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.51 0.49 1.00 0.00 4.93 0.07 1.00 1.53 0.47 Final Sat.: 1750 0 3150 4059 882 1750 0 9274 126 1750 2858 841 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.10 0.23 0.23 0.00 0.00 0.29 0.29 0.08 0.64 0.64 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 30.0 39.0 39.0 0.0 0.0 85.0 85.0 23.0 108 108.0 Volume/Cap: 0.28 0.00 0.57 0.99 0.99 0.00 0.00 0.56 0.56 0.56 0.99 0.99 Delay/Veh: 79.2 0.0 63.4 86.6 86.6 0.0 0.0 27.8 27.8 69.7 43.9 43.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 79.2 0.0 63.4 86.6 86.6 0.0 0.0 27.8 27.8 69.7 43.9 43.9 LOS by Move: E- A E F F A A C C E D D HCM2k95thQ: 3 0 17 45 45 0 0 31 31 12 89 89 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:46:34 2022 Page 10-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Background plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 09 AM Back_Proj Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 813*** 464 161 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 763*** 2 Cycle Time (sec): 166 1 479 0 Loss Time (sec): 12 0 886 3 Critical V/C: 1.024 3 1628*** 0 Avg Crit Del (sec/veh): 93.8 0 188 1 Avg Delay (sec/veh): 70.8 2 174 LOS: E Lanes: 2 0 3 0 1 Base Vol: 630*** 1025 173 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 630 1025 173 161 464 813 763 886 188 174 1628 479 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 630 1025 173 161 464 813 763 886 188 174 1628 479 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 630 1025 173 161 464 813 763 886 188 174 1628 479 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 630 1025 173 161 464 813 763 886 188 174 1628 479 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 630 1025 173 161 464 813 763 886 188 174 1628 479 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.18 0.10 0.05 0.08 0.46 0.24 0.16 0.11 0.06 0.29 0.27 Crit Moves: **** **** **** **** Green Time: 32.4 53.3 75.7 15.1 36.0 75.3 39.3 63.1 95.5 22.4 46.3 61.4 Volume/Cap: 1.02 0.56 0.22 0.56 0.37 1.02 1.02 0.41 0.19 0.41 1.02 0.74 Delay/Veh: 109.4 47.0 27.4 74.7 55.6 83.6 102.6 37.9 16.8 66.4 88.8 49.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 109.4 47.0 27.4 74.7 55.6 83.6 102.6 37.9 16.8 66.4 88.8 49.9 LOS by Move: F D C E E+ F F D+ B E F D HCM2k95thQ: 41 25 11 11 13 81 45 19 9 10 54 39 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:46:34 2022 Page 10-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Fri Sep 09 11:32:34 2022 Page 10-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Background plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 10 PM Back_Proj Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 104 0 326*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 113*** 1 Cycle Time (sec): 160 0 317 0 Loss Time (sec): 12 1 2052 3 Critical V/C: 0.752 2 2306*** 1 Avg Crit Del (sec/veh): 32.3 0 17 0 Avg Delay (sec/veh): 27.1 1 30 LOS:C Lanes: 0 0 1! 0 0 Base Vol: 54*** 0 49 Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 54 0 49 326 0 104 113 2052 17 30 2306 317 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 0 49 326 0 104 113 2052 17 30 2306 317 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 0 49 326 0 104 113 2052 17 30 2306 317 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 0 49 326 0 104 113 2052 17 30 2306 317 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 0 49 326 0 104 113 2052 17 30 2306 317 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.52 0.00 0.48 2.00 0.00 1.00 1.00 3.97 0.03 1.00 2.62 0.38 Final Sat.: 917 0 833 3150 0 1750 1750 7438 62 1750 4922 677 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.06 0.10 0.00 0.06 0.06 0.28 0.28 0.02 0.47 0.47 Crit Moves: **** **** **** **** Green Time: 12.5 0.0 12.5 22.0 0.0 22.0 13.7 97.9 97.9 15.5 99.7 99.7 Volume/Cap: 0.75 0.00 0.75 0.75 0.00 0.43 0.75 0.45 0.45 0.18 0.75 0.75 Delay/Veh: 92.8 0.0 92.8 73.6 0.0 64.5 90.4 16.7 16.7 66.9 22.3 22.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 92.8 0.0 92.8 73.6 0.0 64.5 90.4 16.7 16.7 66.9 22.3 22.3 LOS by Move: F A F E A E F B B E C+ C+ HCM2k95thQ: 13 0 13 20 0 10 14 24 24 3 46 46 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:32:34 2022 Page 10-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Background plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 10 PM Back_Proj Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1245 250 1595*** Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 160 0 467 0 Loss Time (sec): 12 1 2193 4 Critical V/C: 0.995 1 1438*** 1 Avg Crit Del (sec/veh): 68.0 0 52 0 Avg Delay (sec/veh): 59.8 1 188 LOS: E+ Lanes: 1 0 0 0 2 Base Vol: 56*** 0 421 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 0 421 1595 250 1245 0 2193 52 188 1438 467 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 0 421 1595 250 1245 0 2193 52 188 1438 467 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 0 421 1595 250 0 0 2193 52 188 1438 467 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 0 421 1595 250 0 0 2193 52 188 1438 467 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 0 421 1595 250 0 0 2193 52 188 1438 467 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.86 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.63 0.37 1.00 0.00 4.88 0.12 1.00 1.50 0.50 Final Sat.: 1750 0 3150 4274 670 1750 0 9182 218 1750 2792 907 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.13 0.37 0.37 0.00 0.00 0.24 0.24 0.11 0.51 0.51 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 32.4 59.2 59.2 0.0 0.0 56.4 56.4 25.4 81.8 81.8 Volume/Cap: 0.73 0.00 0.66 1.01 1.01 0.00 0.00 0.68 0.68 0.68 1.01 1.01 Delay/Veh: 105.5 0.0 61.3 73.3 73.3 0.0 0.0 44.6 44.6 70.0 61.7 61.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 105.5 0.0 61.3 73.3 73.3 0.0 0.0 44.6 44.6 70.0 61.7 61.7 LOS by Move: F A E E E A A D D E E E HCM2k95thQ: 9 0 22 64 64 0 0 32 32 17 79 79 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:32:34 2022 Page 10-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Background plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 10 PM Back_Proj Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 736*** 895 575 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 695 2 Cycle Time (sec): 160 1 214 0 Loss Time (sec): 12 0 1862*** 3 Critical V/C: 0.856 3 1074 0 Avg Crit Del (sec/veh): 54.7 0 522 1 Avg Delay (sec/veh): 54.7 2 303*** LOS:D- Lanes: 2 0 3 0 1 Base Vol: 532*** 691 334 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 532 691 334 575 895 736 695 1862 522 303 1074 214 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 532 691 334 575 895 736 695 1862 522 303 1074 214 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 532 691 334 575 895 736 695 1862 522 303 1074 214 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 532 691 334 575 895 736 695 1862 522 303 1074 214 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 532 691 334 575 895 736 695 1862 522 303 1074 214 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.12 0.19 0.18 0.16 0.42 0.22 0.33 0.30 0.10 0.19 0.12 Crit Moves: **** **** **** **** Green Time: 31.6 27.5 45.5 41.4 37.4 80.0 42.6 61.1 92.6 18.0 36.4 77.8 Volume/Cap: 0.86 0.70 0.67 0.70 0.67 0.84 0.83 0.86 0.52 0.86 0.83 0.25 Delay/Veh: 73.3 64.8 54.2 56.6 57.1 41.9 62.1 49.0 20.7 87.9 63.4 24.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.3 64.8 54.2 56.6 57.1 41.9 62.1 49.0 20.7 87.9 63.4 24.2 LOS by Move: E E D- E+ E+ D E D C+ F E C HCM2k95thQ: 30 21 28 28 25 55 33 46 28 20 32 12 Note: Queue reported is the number of cars per lane. COMPARE Fri Sep 09 11:32:34 2022 Page 10-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Mon Oct 10 15:43:38 2022 Page 8-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Cumulative plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 11 AM Cumulative_Proj Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 44 0 315*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 42*** 1 Cycle Time (sec): 166 0 234 0 Loss Time (sec): 12 1 2001 3 Critical V/C: 0.842 2 3009*** 1 Avg Crit Del (sec/veh): 32.1 0 16 0 Avg Delay (sec/veh): 27.0 1 28 LOS:C Lanes: 0 0 1! 0 0 Base Vol: 62 0 74*** Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 62 0 74 315 0 44 42 2001 16 28 3009 234 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 62 0 74 315 0 44 42 2001 16 28 3009 234 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 0 74 315 0 44 42 2001 16 28 3009 234 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 62 0 74 315 0 44 42 2001 16 28 3009 234 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 62 0 74 315 0 44 42 2001 16 28 3009 234 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.46 0.00 0.54 2.00 0.00 1.00 1.00 3.97 0.03 1.00 2.78 0.22 Final Sat.: 798 0 952 3150 0 1750 1750 7440 59 1750 5195 404 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.08 0.10 0.00 0.03 0.02 0.27 0.27 0.02 0.58 0.58 Crit Moves: **** **** **** **** Green Time: 15.1 0.0 15.1 19.4 0.0 19.4 7.0 103 103.3 16.2 112 112.5 Volume/Cap: 0.85 0.00 0.85 0.85 0.00 0.21 0.57 0.43 0.43 0.16 0.85 0.85 Delay/Veh: 108.1 0.0 108.1 89.3 0.0 66.9 88.1 16.3 16.3 69.1 22.6 22.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 108.1 0.0 108.1 89.3 0.0 66.9 88.1 16.3 16.3 69.1 22.6 22.6 LOS by Move: F A F F A E F B B E C+ C+ HCM2k95thQ: 18 0 18 21 0 5 6 23 23 3 62 62 Note: Queue reported is the number of cars per lane. COMPARE Mon Oct 10 15:43:38 2022 Page 8-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Cumulative plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 11 AM Cumulative_Proj Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1272 246*** 916 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 166 0 645 0 Loss Time (sec): 12 1 2295 4 Critical V/C: 1.064 1 2089*** 1 Avg Crit Del (sec/veh): 92.7 0 21 0 Avg Delay (sec/veh): 64.6 1 160 LOS: E Lanes: 1 0 0 0 2 Base Vol: 23*** 0 378 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 0 378 916 246 1272 0 2295 21 160 2089 645 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 23 0 378 916 246 1272 0 2295 21 160 2089 645 User Adj: 1.00 1.00 1.35 1.00 1.00 0.00 1.00 1.32 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 23 0 511 916 246 0 0 3024 21 160 2089 645 Reduct Vol: 0 0 105 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 0 406 916 246 0 0 3024 21 160 2089 645 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 0 406 916 246 0 0 3024 21 160 2089 645 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.85 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.42 0.58 1.00 0.00 4.96 0.04 1.00 1.52 0.48 Final Sat.: 1750 0 3150 3894 1046 1750 0 9335 65 1750 2826 873 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.13 0.24 0.24 0.00 0.00 0.32 0.32 0.09 0.74 0.74 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 31.5 35.5 35.5 0.0 0.0 87.0 87.0 24.5 112 111.5 Volume/Cap: 0.31 0.00 0.68 1.10 1.10 0.00 0.00 0.62 0.62 0.62 1.10 1.10 Delay/Veh: 79.6 0.0 65.6 124.6 125 0.0 0.0 28.1 28.1 70.8 79.3 79.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 79.6 0.0 65.6 124.6 125 0.0 0.0 28.1 28.1 70.8 79.3 79.3 LOS by Move: E- A E F F A A C C E E- E- HCM2k95thQ: 3 0 22 50 50 0 0 36 36 14 123 123 Note: Queue reported is the number of cars per lane. COMPARE Mon Oct 10 15:43:38 2022 Page 8-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Cumulative plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 11 AM Cumulative_Proj Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 837*** 532 180 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 721*** 2 Cycle Time (sec): 166 1 550 0 Loss Time (sec): 12 0 1039 3 Critical V/C: 1.129 3 1908*** 0 Avg Crit Del (sec/veh): 130.2 0 208 1 Avg Delay (sec/veh): 89.1 2 189 LOS:F Lanes: 2 0 3 0 1 Base Vol: 737*** 1203 198 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 737 1203 198 180 532 837 721 1039 208 189 1908 550 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 737 1203 198 180 532 837 721 1039 208 189 1908 550 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 737 1203 198 180 532 837 721 1039 208 189 1908 550 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 737 1203 198 180 532 837 721 1039 208 189 1908 550 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 737 1203 198 180 532 837 721 1039 208 189 1908 550 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.21 0.11 0.06 0.09 0.48 0.23 0.18 0.12 0.06 0.33 0.31 Crit Moves: **** **** **** **** Green Time: 34.4 55.9 76.5 15.1 36.7 70.4 33.7 62.4 96.8 20.5 49.2 64.4 Volume/Cap: 1.13 0.63 0.25 0.63 0.42 1.13 1.13 0.49 0.20 0.49 1.13 0.81 Delay/Veh: 142.0 46.9 27.4 77.0 55.8 122.2 142.7 39.7 16.5 68.8 124 52.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 142.0 46.9 27.4 77.0 55.8 122.2 142.7 39.7 16.5 68.8 124 52.6 LOS by Move: F D C E- E+ F F D B E F D- HCM2k95thQ: 51 30 12 12 15 93 47 23 10 11 68 46 Note: Queue reported is the number of cars per lane. COMPARE Mon Oct 10 15:43:38 2022 Page 8-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Mon Oct 10 15:43:07 2022 Page 8-1 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Cumulative plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 12 PM Cumulative_Proj Intersection #1: Almarida Dr/Hamilton Ave Signal=Split/Rights=Include Base Vol: 125 0 367*** Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 119*** 1 Cycle Time (sec): 160 0 365 0 Loss Time (sec): 12 1 2599 3 Critical V/C: 0.909 2 2874*** 1 Avg Crit Del (sec/veh): 41.4 0 23 0 Avg Delay (sec/veh): 32.4 1 40 LOS:C- Lanes: 0 0 1! 0 0 Base Vol: 72 0 65*** Signal=Split/Rights=Include Street Name: Almarida Dr Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 72 0 65 367 0 125 119 2599 23 40 2874 365 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 0 65 367 0 125 119 2599 23 40 2874 365 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 0 65 367 0 125 119 2599 23 40 2874 365 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 0 65 367 0 125 119 2599 23 40 2874 365 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 0 65 367 0 125 119 2599 23 40 2874 365 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.53 0.00 0.47 2.00 0.00 1.00 1.00 3.96 0.04 1.00 2.65 0.35 Final Sat.: 920 0 830 3150 0 1750 1750 7434 66 1750 4968 631 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.08 0.12 0.00 0.07 0.07 0.35 0.35 0.02 0.58 0.58 Crit Moves: **** **** **** **** Green Time: 13.8 0.0 13.8 20.5 0.0 20.5 12.0 101 101.1 12.6 102 101.8 Volume/Cap: 0.91 0.00 0.91 0.91 0.00 0.56 0.91 0.55 0.55 0.29 0.91 0.91 Delay/Veh: 119.9 0.0 119.9 92.9 0.0 68.6 125.4 16.8 16.8 70.6 29.1 29.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 119.9 0.0 119.9 92.9 0.0 68.6 125.4 16.8 16.8 70.6 29.1 29.1 LOS by Move: F A F F A E F B B E C C HCM2k95thQ: 19 0 19 24 0 13 17 31 31 4 67 67 Note: Queue reported is the number of cars per lane. COMPARE Mon Oct 10 15:43:07 2022 Page 8-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Cumulative plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 12 PM Cumulative_Proj Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1602 329 1968*** Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 160 0 551 0 Loss Time (sec): 12 1 2725 4 Critical V/C: 1.209 1 1718*** 1 Avg Crit Del (sec/veh): 150.4 0 67 0 Avg Delay (sec/veh): 110.1 1 245 LOS:F Lanes: 1 0 0 0 2 Base Vol: 71*** 0 551 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 71 0 551 1968 329 1602 0 2725 67 245 1718 551 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 0 551 1968 329 1602 0 2725 67 245 1718 551 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 71 0 551 1968 329 0 0 2725 67 245 1718 551 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 0 551 1968 329 0 0 2725 67 245 1718 551 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 71 0 551 1968 329 0 0 2725 67 245 1718 551 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.86 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 2.61 0.39 1.00 0.00 4.87 0.13 1.00 1.50 0.50 Final Sat.: 1750 0 3150 4236 708 1750 0 9174 226 1750 2801 898 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.17 0.46 0.46 0.00 0.00 0.30 0.30 0.14 0.61 0.61 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 32.7 60.8 60.8 0.0 0.0 54.5 54.5 25.7 80.2 80.2 Volume/Cap: 0.93 0.00 0.86 1.22 1.22 0.00 0.00 0.87 0.87 0.87 1.22 1.22 Delay/Veh: 154.4 0.0 72.3 155.1 155 0.0 0.0 52.3 52.3 89.8 145 145.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 154.4 0.0 72.3 155.1 155 0.0 0.0 52.3 52.3 89.8 145 145.4 LOS by Move: F A E F F A A D- D- F F F HCM2k95thQ: 12 0 31 97 97 0 0 44 44 22 120 120 Note: Queue reported is the number of cars per lane. COMPARE Mon Oct 10 15:43:07 2022 Page 8-3 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Cumulative plus Project Conditions Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 12 PM Cumulative_Proj Intersection #3: Bascom Av/Hamilton Av Signal=Protect/Rights=Overlap Base Vol: 730 1133*** 728 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol: 771 2 Cycle Time (sec): 160 1 269 0 Loss Time (sec): 12 0 2403*** 3 Critical V/C: 1.029 3 1379 0 Avg Crit Del (sec/veh): 89.0 0 666 1 Avg Delay (sec/veh): 75.3 2 367*** LOS: E- Lanes: 2 0 3 0 1 Base Vol: 677*** 875 407 Signal=Protect/Rights=Overlap Street Name: Bascom Ave Hamilton Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 677 875 407 728 1133 730 771 2403 666 367 1379 269 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 677 875 407 728 1133 730 771 2403 666 367 1379 269 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 677 875 407 728 1133 730 771 2403 666 367 1379 269 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 677 875 407 728 1133 730 771 2403 666 367 1379 269 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 677 875 407 728 1133 730 771 2403 666 367 1379 269 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.15 0.23 0.23 0.20 0.42 0.24 0.42 0.38 0.12 0.24 0.15 Crit Moves: **** **** **** **** Green Time: 33.4 25.7 43.8 38.7 30.9 73.0 42.1 65.6 99.0 18.1 41.6 80.2 Volume/Cap: 1.03 0.96 0.85 0.96 1.03 0.91 0.93 1.03 0.62 1.03 0.93 0.31 Delay/Veh: 106.0 86.6 68.5 82.4 99.3 55.6 74.4 73.7 19.9 126.2 68.6 23.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 106.0 86.6 68.5 82.4 99.3 55.6 74.4 73.7 19.9 126.2 68.6 23.7 LOS by Move: F F E F F E+ E E B- F E C HCM2k95thQ: 43 31 38 42 40 61 37 67 35 27 42 15 Note: Queue reported is the number of cars per lane. COMPARE Mon Oct 10 15:43:07 2022 Page 8-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA COMPARE Mon Oct 10 15:51:58 2022 Page 8-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA A.M. Peak Hour - Cumulative plus Project Conditions (Mitigated) Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 11 AM Cumulative_Proj Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1272 246 916*** Lanes: 1 0 0 1 3 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 166 0 645 0 Loss Time (sec): 12 1 2295 4 Critical V/C: 1.009 1 2089*** 1 Avg Crit Del (sec/veh): 69.8 0 21 0 Avg Delay (sec/veh): 51.2 1 160 LOS:D- Lanes: 1 0 0 0 2 Base Vol: 23*** 0 378 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 0 378 916 246 1272 0 2295 21 160 2089 645 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 23 0 378 916 246 1272 0 2295 21 160 2089 645 User Adj: 1.00 1.00 1.35 1.00 1.00 0.00 1.00 1.32 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 23 0 511 916 246 0 0 3024 21 160 2089 645 Reduct Vol: 0 0 105 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 0 406 916 246 0 0 3024 21 160 2089 645 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 0 406 916 246 0 0 3024 21 160 2089 645 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.81 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 3.26 0.74 1.00 0.00 4.96 0.04 1.00 1.52 0.48 Final Sat.: 1750 0 3150 4985 1339 1750 0 9335 65 1750 2826 873 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.13 0.18 0.18 0.00 0.00 0.32 0.32 0.09 0.74 0.74 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 32.9 29.3 29.3 0.0 0.0 91.8 91.8 25.9 118 117.7 Volume/Cap: 0.31 0.00 0.65 1.04 1.04 0.00 0.00 0.59 0.59 0.59 1.04 1.04 Delay/Veh: 79.6 0.0 63.7 106.9 107 0.0 0.0 24.7 24.7 68.3 53.9 53.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 79.6 0.0 63.7 106.9 107 0.0 0.0 24.7 24.7 68.3 53.9 53.9 LOS by Move: E- A E F F A A C C E D- D- HCM2k95thQ: 3 0 22 39 39 0 0 34 34 14 112 112 Note: Queue reported is the number of cars per lane. COMPARE Mon Oct 10 15:52:27 2022 Page 8-2 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to W-TRANS, Santa Rosa, CA P.M. Peak Hour - Cumulative plus Project Conditions (Mitigated) Focused Transportation Impact Analysis for 515 East Hamilton Ave City of Campbell Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 12 PM Cumulative_Proj Intersection #2: SB17 Off-ramp-Salmar Av/Hamilton Av Signal=Split/Rights=Ignore Base Vol: 1602 329*** 1968 Lanes: 1 0 0 1 3 Signal=Protect Signal=Protect Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol: 0*** 0 Cycle Time (sec): 160 0 551 0 Loss Time (sec): 12 1 2725 4 Critical V/C: 1.099 1 1718*** 1 Avg Crit Del (sec/veh): 101.8 0 67 0 Avg Delay (sec/veh): 79.4 1 245 LOS: E- Lanes: 1 0 0 0 2 Base Vol: 71*** 0 551 Signal=Split/Rights=Overlap Street Name: SB17 Off-ramp-Salmar Av Hamilton Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 7 10 10 0 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 71 0 551 1968 329 1602 0 2725 67 245 1718 551 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 0 551 1968 329 1602 0 2725 67 245 1718 551 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 71 0 551 1968 329 0 0 2725 67 245 1718 551 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 0 551 1968 329 0 0 2725 67 245 1718 551 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 71 0 551 1968 329 0 0 2725 67 245 1718 551 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.82 0.95 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 2.00 3.50 0.50 1.00 0.00 4.87 0.13 1.00 1.50 0.50 Final Sat.: 1750 0 3150 5427 907 1750 0 9174 226 1750 2801 898 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.17 0.36 0.36 0.00 0.00 0.30 0.30 0.14 0.61 0.61 Crit Moves: **** **** **** **** Green Time: 7.0 0.0 35.4 52.4 52.4 0.0 0.0 60.2 60.2 28.4 88.6 88.6 Volume/Cap: 0.93 0.00 0.79 1.11 1.11 0.00 0.00 0.79 0.79 0.79 1.11 1.11 Delay/Veh: 154.4 0.0 64.9 109.9 110 0.0 0.0 45.5 45.5 75.7 91.9 91.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 154.4 0.0 64.9 109.9 110 0.0 0.0 45.5 45.5 75.7 91.9 91.9 LOS by Move: F A E F F A A D D E- F F HCM2k95thQ: 12 0 29 70 70 0 0 40 40 21 103 103 Note: Queue reported is the number of cars per lane. C Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 2022 Appendix C Driveway Survey Data Location:City Sports Club ‐ Gym 2401 N/O Whipple RdDate:6/28/2022City:HaywardDay:TuesdayIN OUT IN OUT IN OUT IN OUT IN OUT4:30 AM001100405144:45 AM300000518175:00 AM100000130140145:15 AM320100170203175:30 AM000000727255:45 AM3121008313586:00 AM140200174181086:15 AM10300011815876:30 AM2124001311171616:45 AM2213001091314‐17:00 AM41470094171257:15 AM0051007612757:30 AM12220010101314‐17:45 AM151400156171528:00 AM142400761014‐48:15 AM3320007612938:30 AM411400129171438:45 AM2114001613191819:00 AM5323001672313109:15 AM6421001762511149:30 AM403310156239149:45 AM42230017112316710:00 AM51035001462221110:15 AM15130114101619‐310:30 AM2321008111215‐310:45 AM25230057915‐611:00 AM39130016122024‐411:15 AM4534007151424‐1011:30 AM1246001061514111:45 AM41530014102314912:00 PM5837001892624212:15 PM25010078914‐512:30 PM152200891116‐512:45 PM35250015122022‐21:00 PM48190026163133‐21:15 PM45150014121922‐31:30 PM351401136171611:45 PM34371093161422:00 PM83340056161332:15 PM34051016162025‐52:30 PM35150016122022‐22:45 PM223200128171253:00 PM5431001113191813:15 PM2123001412181623:30 PM562500175241683:45 PM3322001911241684:00 PM7126002163013174:15 PM6738002612352784:30 PM8638003094123184:45 PM5475001973116155:00 PM6665001812302375:15 PM81063001920333305:30 PM108560139145429255:45 PM4748003217403286:00 PM59360021262941‐126:15 PM314050026112930‐16:30 PM511460025223439‐56:45 PM614560123213442‐87:00 PM5 8 3 10 0 0 30 18 38 3627:15 PM48290014242041‐217:30 PM6554001811292097:45 PM41044003521433588:00 PM33410120102715128:15 PM410240118182433‐98:30 PM14050023172426‐28:45 PM410100017162226‐49:00 PM412360012501968‐499:15 PM312430015202235‐139:30 PM12210014151718‐19:45 PM2411008141119‐810:00 PM3351004121216‐410:15 PM0220000729‐710:30 PM243010219823‐1510:45 PM173000023430‐2611:00 PM043000019323‐2011:15 PM0100000405‐5Totals249355 181 264 4610908581524 1483 41South DwyTrip Gen StudyPrepared by National Data & Surveying ServicesTIMENorth West Dwy North Mid Dwy North East DwyTRIP GENTotalOUTCOME Location:City Sports Club ‐ Gym 5155 N/O Cherry AveDate:6/28/2022City:San JoseDay:TuesdayIN OUT IN OUT IN OUT4:30 AM40105054:45 AM8030110115:00 AM9030120125:15 AM5060110115:30 AM8150131125:45 AM11 6 16 2 27 8196:00 AM10 11 11 1 21 1296:15 AM96122218136:30 AM8108 2161246:45 AM9994181357:00 AM4 21 13 3 17 24‐77:15 AM12241523‐187:30 AM6176 41221‐97:45 AM8134 41217‐58:00 AM12 10 6 3 18 1358:15 AM89103181268:30 AM8 13 10 0 18 1358:45 AM5 14 15 0 20 1469:00 AM15 11 10 4 25 15109:15 AM10 6 13 6 23 12119:30 AM8 11 17 4 25 15109:45 AM6119 11512310:00 AM4 22 12 7 16 29‐1310:15 AM5139 51418‐410:30 AM5 12 18 6 23 18510:45 AM3 19 13 1 16 20‐411:00 AM4 17 11 6 15 23‐811:15 AM9 17 12 1 21 18311:30 AM2 10 15 2 17 12511:45 AM6 18 20 5 26 23312:00 PM6 17 15 3 21 20112:15 PM10 12 18 7 28 19912:30 PM4 16 17 7 21 23‐212:45 PM6 17 14 5 20 22‐21:00 PM11 15 10 6 21 2101:15 PM8 16 11 3 19 1901:30 PM5 11 12 9 17 20‐31:45 PM3 13 16 4 19 1722:00 PM3 18 19 8 22 26‐42:15 PM3 15 12 3 15 18‐32:30 PM6 14 18 6 24 2042:45 PM6 19 14 8 20 27‐73:00 PM4 11 16 4 20 1553:15 PM7 13 16 5 23 1853:30 PM7 1619122628‐23:45 PM13 16 19 4 32 20124:00 PM8 19 17 6 25 2504:15 PM11 16 37 5 48 21274:30 PM6 16 27 6 33 22114:45 PM12 12 8 8 20 2005:00 PM10 26 10 5 20 31‐115:15 PM11 25 36 7 47 32155:30 PM10 20 33 7 43 27165:45 PM9 20 29 8 38 28106:00 PM8 25 14 9 22 34‐126:15 PM11 16 33 7 44 23216:30 PM12 27 27 10 39 3726:45 PM17 21 23 15 40 3647:00 PM9 38 30 7 39 45‐67:15 PM6 18 19 9 25 27‐27:30 PM4 2823122740‐137:45 PM7 21 19 4 26 2518:00 PM4 3619132349‐268:15 PM9 3210101942‐238:30 PM5 1610121528‐138:45 PM6 26 12 9 18 35‐179:00 PM6 28 16 8 22 36‐149:15 PM69155211479:30 PM7 10 18 4 25 14119:45 PM4159 71322‐910:00 PM8167 41520‐510:15 PM11322315‐1210:30 PM12126327‐2410:45 PM02003023‐2311:00 PM12117228‐2611:15 PM020103‐3Totals521 1181 1053 387 1574 1568 6East DwyTrip Gen StudyPrepared by National Data & Surveying ServicesTIMESouth DwyTRIP GENTotalOUTCOME Location:City Sports Club ‐ Gym 1165 N/O E Arques AveDate:6/28/2022City:SunnyvaleDay:TuesdayIN OUT IN OUT IN OUT IN OUT IN OUT IN OUT4:30 AM00000000000004:45 AM0190102000121115:00 AM01180011030222205:15 AM009200101011295:30 AM00611011109275:45 AM0089100330121206:00 AM001511132000181446:15 AM0011611010012846:30 AM011892012202312116:45 AM00163134121238157:00 AM041313645110252237:15 AM011888222203013177:30 AM021413712520252147:45 AM0310238151412729‐28:00 AM032219436211332858:15 AM0414208523412833‐58:30 AM0214201023450322848:45 AM05142612333503437‐39:00 AM0019231124632373349:15 AM0017116233212817119:30 AM041513600270281999:45 AM0314136133202520510:00 AM0317158222202922710:15 AM1382411322102332‐910:30 AM03152212225243136‐510:45 AM0282413132613030011:00 AM039149831802926311:15 AM01203012325003439‐511:30 AM26171912541624133811:45 AM02231273334237221512:00 PM011620103407137251212:15 PM05213225634315248412:30 PM07143925328214358‐1512:45 PM0492511232552838‐101:00 PM0892314223012537‐121:15 PM0519188933303335‐21:30 PM04162410323102934‐51:45 PM0510208115602531‐62:00 PM001816651100252232:15 PM021916751132302642:30 PM031012667330262422:45 PM022213523611312473:00 PM0216237312312731‐43:15 PM0523191086231423573:30 PM0315196202202326‐33:45 PM0228177111604221214:00 PM0125154126513624124:15 PM0328175056614427174:30 PM13372874951076447174:45 PM0420259226102413925:00 PM0 4 34 20 4 3 12 7 8 2 58 36225:15 PM0 6 30 27 6 1 16 12 10 4 62 50125:30 PM0436322175105554785:45 PM0432345187123574986:00 PM0 3 29 25 2 5 8 11 6 3 45 47‐26:15 PM0 1 24 29 8 3 3 11 5 2 40 46‐66:30 PM0 5 33 32 4 6 7 10 8 4 52 57‐56:45 PM0 5 33 31 4 6 3 10 6 1 46 53‐77:00 PM0526345182105494727:15 PM05242710302113538‐37:30 PM0727323044403843‐57:45 PM0325355162333944‐58:00 PM0121455514523257‐258:15 PM0222298548604044‐48:30 PM0118387232012844‐168:45 PM0121346135223243‐119:00 PM2113222143402527‐29:15 PM01172520331043233‐19:30 PM2218271112412633‐79:45 PM019242000121227‐1510:00 PM0311201001001224‐1210:15 PM00320100321624‐1810:30 PM01424100002527‐2210:45 PM03020000211126‐2511:00 PM01134100000235‐3311:15 PM010300010106‐6Totals819712971547469 175 230 250 276 91 2280 2260 20West S DwyTrip Gen StudyPrepared by National Data & Surveying ServicesTIMENorth Dwy South Dwy West N DwyEast DwyTRIP GENTotalOUTCOME D Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 2022 Appendix D VTA Auto Trip Reduction Statement UPDATED: October 2014 Size (net new): Density: %Trips Transit Mixed-Use Financial Incentives Shuttle %Trips TRIP REDUCTION APPROACHES A. STANDARD APPROACH TOTAL REDUCTION CLAIMED TRIP REDUCTION REQUIREMENTS Is the project required to meet any trip reduction requirements or targets?If so, specify percent: Relevant TIA Section: Type of Reduction Specify reduction. See Table 2 in TIA Guidelines % Reduction from ITE Rates Total Trips Reduced (AM/PM/Daily) Located within 2000 feet walking distance of an LRT, BRT, BART or Caltrain station or major bus stop? Reference code or requirement: PROJECT AUTO TRIP GENERATION Auto Trips Generated:AM Pk Hr PM Pk Hr Total Weekday Methodology (check one)ITE Other (Please describe below) Relevant TIA Section: Relevant TIA Section: Relevant TIA Section: AUTO TRIP REDUCTION APPROACH Standard Complete Table A below Peer/Study-Based Complete Table B below Target-Based Complete Table C below None Taken AUTO TRIP REDUCTION STATEMENT PROJECT INFORMATION Project Name: Location: Description: D.U. Residential Sq. Ft. Comm. Acres (Gr.) D.U. / Acre Floor Area Ratio (FAR) Relevant TIA Section: Relevant TIA Section:B. PEER/STUDY-BASED APPROACH TOTAL REDUCTION CLAIMEDBasis of Reduction /DVWXSGDWHG City Sports Club at 515 E. Hamilton Avenue 515 East Hamilton Avenue, Campbell, CA The project as proposed includes tenant improvements to convert approximately 40,326 square feet of vacant retail space into a City Sports Club fitness center. 40,326 Yes Trip Generation 99 171 1809 ■ Trip generation based on survey of other similar sites in the region. Trip Reduction Factor ■ Trip Reduction Factor No n/a Trip Reduction Factor The percentage of these trip reductions were developed based on information provided in the Los Angeles Department of Transportation (LADOT) Transportation Assessment Guidelines and the 2003 ITE Trip Generation Handbook. This Handbook suggests that an appropriate reduction rate for a health/fitness club is 29 percent. However, a more conservative rate of 20 percent was used for this study. 20 Project Description 654 daily trips %Trips Full Day Data Sharing Monitoring Enforcement Have the project sponsor and Lead Agency agreed to any of the following measures? TDM Program IMPLEMENTATION Site Planning and Design Relevant TIA Section: Relevant TIA Section: Relevant TIA Section: Transit Parking Management Relevant TIA Section: Peak Hour Peak Period OTHER TDM/REDUCTION MEASURES Bicycle/Pedestrian Relevant TIA Section: Relevant TIA Section: Relevant TIA Section: C. TARGET-BASED APPROACH Type of Reduction (check all that apply)TOTAL REDUCTION CLAIMED % Trip Reduction % SOV mode share Trip Cap Description Time period for reduction /DVWXSGDWHG n/a AM/PMAM/PM n/a n/a n/a n/a Yes/No n/a n/a Yes/No Yes/No n/a Yes/No n/a Yes/No n/a n/a n/a n/a n/a n/a E Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 2022 Appendix E Queuing Analysis Project Name: Intersection No.: Scenario: Date of Count: Minor Street Street Name: Almarida Drive Approach: N-S Movement: EBLT Cycle Length 166 sec λ 0.0111 veh/ln/sec Volume 40 veh/ln/hr λ*T 1.8444 veh/ln/cycleDesired Probability Level (DPL) 0.5 decimal Vehicles at 50% DPL 2 vehicles # feet 25 per car Distance @25 feet/car 50 feet # feet 20 per car Distance @20 feet/car 40 feet DPL 0.95 decimal Vehicles at 95% DPL 4 vehicles # feet 25 per car Distance @25 feet/car 100 feet # feet 20 per car Distance @20 feet/car 80 feet Vehicles at DPL' Calculation Formula Poisson Probability Distribution for Queue Lengths P(x)=(λ * T)x * e-λ x! Input Data Hamilton Avenue Output 515 E Hamilton Avenue 1 Background AM N/A E-W Major Street Project Name: Intersection No.: Scenario: Date of Count: Minor Street Street Name: Almarida Drive Approach: N-S Movement: EBLT Cycle Length 166 sec λ 0.0139 veh/ln/sec Volume 50 veh/ln/hr λ*T 2.3056 veh/ln/cycleDesired Probability Level (DPL) 0.5 decimal Vehicles at 50% DPL 2 vehicles # feet 25 per car Distance @25 feet/car 50 feet # feet 20 per car Distance @20 feet/car 40 feet DPL 0.95 decimal Vehicles at 95% DPL 5 vehicles # feet 25 per car Distance @25 feet/car 125 feet # feet 20 per car Distance @20 feet/car 100 feet Vehicles at DPL' Calculation Formula Poisson Probability Distribution for Queue Lengths P(x)=(λ * T)x * e-λ x! Input Data Hamilton Avenue Output 515 E Hamilton Avenue 1 Background Plus Project AM N/A E-W Major Street Project Name: Intersection No.: Scenario: Date of Count: Minor Street Street Name: Almarida Drive Approach: N-S Movement: EBLT Cycle Length 160 sec λ 0.0247 veh/ln/sec Volume 89 veh/ln/hr λ*T 3.9556 veh/ln/cycleDesired Probability Level (DPL) 0.5 decimal Vehicles at 50% DPL 4 vehicles # feet 25 per car Distance @25 feet/car 100 feet # feet 20 per car Distance @20 feet/car 80 feet DPL 0.95 decimal Vehicles at 95% DPL 7 vehicles # feet 25 per car Distance @25 feet/car 175 feet # feet 20 per car Distance @20 feet/car 140 feet Vehicles at DPL' Calculation Formula Poisson Probability Distribution for Queue Lengths P(x)=(λ * T)x * e-λ x! Input Data Hamilton Avenue Output 515 E Hamilton Avenue 1 Background PM N/A E-W Major Street Project Name: Intersection No.: Scenario: Date of Count: Minor Street Street Name: Almarida Drive Approach: N-S Movement: EBLT Cycle Length 160 sec λ 0.0314 veh/ln/sec Volume 113 veh/ln/hr λ*T 5.0222 veh/ln/cycleDesired Probability Level (DPL) 0.5 decimal Vehicles at 50% DPL 5 vehicles # feet 25 per car Distance @25 feet/car 125 feet # feet 20 per car Distance @20 feet/car 100 feet DPL 0.95 decimal Vehicles at 95% DPL 9 vehicles # feet 25 per car Distance @25 feet/car 225 feet # feet 20 per car Distance @20 feet/car 180 feet Vehicles at DPL' Calculation Formula Poisson Probability Distribution for Queue Lengths P(x)=(λ * T)x * e-λ x! Input Data Hamilton Avenue Output 515 E Hamilton Avenue 1 Background Plus Project PM N/A E-W Major Street Project Name: Intersection No.: Scenario: Date of Count: Minor Street Street Name: Almarida Drive Approach: N-S Movement: SBLT Cycle Length 166 sec λ 0.0372 veh/ln/sec Volume 134 veh/ln/hr λ*T 6.1789 veh/ln/cycleDesired Probability Level (DPL) 0.5 decimal Vehicles at 50% DPL 6 vehicles # feet 25 per car Distance @25 feet/car 150 feet # feet 20 per car Distance @20 feet/car 120 feet DPL 0.95 decimal Vehicles at 95% DPL 11 vehicles # feet 25 per car Distance @25 feet/car 275 feet # feet 20 per car Distance @20 feet/car 220 feet Vehicles at DPL' Calculation Formula Poisson Probability Distribution for Queue Lengths P(x)=(λ * T)x * e-λ x! Input Data Hamilton Avenue Output 515 E Hamilton Avenue 1 Background AM N/A E-W Major Street Project Name: Intersection No.: Scenario: Date of Count: Minor Street Street Name: Almarida Drive Approach: N-S Movement: SBLT Cycle Length 166 sec λ 0.0431 veh/ln/sec Volume 155 veh/ln/hr λ*T 7.1472 veh/ln/cycleDesired Probability Level (DPL) 0.5 decimal Vehicles at 50% DPL 7 vehicles # feet 25 per car Distance @25 feet/car 175 feet # feet 20 per car Distance @20 feet/car 140 feet DPL 0.95 decimal Vehicles at 95% DPL 12 vehicles # feet 25 per car Distance @25 feet/car 300 feet # feet 20 per car Distance @20 feet/car 240 feet Vehicles at DPL' Calculation Formula Poisson Probability Distribution for Queue Lengths P(x)=(λ * T)x * e-λ x! Input Data Hamilton Avenue Output 515 E Hamilton Avenue 1 Background Plus Project AM N/A E-W Major Street Project Name: Intersection No.: Scenario: Date of Count: Minor Street Street Name: Almarida Drive Approach: N-S Movement: SBLT Cycle Length 160 sec λ 0.0381 veh/ln/sec Volume 137 veh/ln/hr λ*T 6.0889 veh/ln/cycleDesired Probability Level (DPL) 0.5 decimal Vehicles at 50% DPL 6 vehicles # feet 25 per car Distance @25 feet/car 150 feet # feet 20 per car Distance @20 feet/car 120 feet DPL 0.95 decimal Vehicles at 95% DPL 10 vehicles # feet 25 per car Distance @25 feet/car 250 feet # feet 20 per car Distance @20 feet/car 200 feet Vehicles at DPL' Calculation Formula Poisson Probability Distribution for Queue Lengths P(x)=(λ * T)x * e-λ x! Input Data Hamilton Avenue Output 515 E Hamilton Avenue 1 Background PM N/A E-W Major Street Project Name: Intersection No.: Scenario: Date of Count: Minor Street Street Name: Almarida Drive Approach: N-S Movement: SBLT Cycle Length 160 sec λ 0.0453 veh/ln/sec Volume 163 veh/ln/hr λ*T 7.2444 veh/ln/cycleDesired Probability Level (DPL) 0.5 decimal Vehicles at 50% DPL 7 vehicles # feet 25 per car Distance @25 feet/car 175 feet # feet 20 per car Distance @20 feet/car 140 feet DPL 0.95 decimal Vehicles at 95% DPL 12 vehicles # feet 25 per car Distance @25 feet/car 300 feet # feet 20 per car Distance @20 feet/car 240 feet Vehicles at DPL' Calculation Formula Poisson Probability Distribution for Queue Lengths P(x)=(λ * T)x * e-λ x! Input Data Hamilton Avenue Output 515 E Hamilton Avenue 1 Background Plus Project PM N/A E-W Major Street F Transportation Impact Analysis for the 515 East Hamilton Avenue Project November 2022 Appendix F Parking Survey and Parking Assessment Report Project: 22‐080205Date:6/28/2022Day:TuesdayLot Location Space Type Inventory 4:00 PM 4:30 PM 5:00 PM 5:30 PM 6:00 PM 6:30 PM 7:00 PMRegular210106 117 142 145 171 161 154Handicap65254544Compact5016 20 25 29 28 27 25Regular238124 145 154 168 188 191 201Handicap42341112Motorcycle Parking Only181110000Regular218133 162 175 183 208 206 207Handicap73100111Employee Parking104446763Clean Air Vanpool / EV2010 9 1520191614Regular57176 86 87 102 73 68 62Handicap222454200Kohl's Pickup106211100Panera Bread Pickup33000001Electric Vehicle Parking Only43231110004001002003Prepared by National Data & Surveying ServicesParking Study525 E. Hamilton Ave,Campbell1165 E. Arques Ave,Sunnyvale5155 Cherry Ave,San Jose2401 Whipple Road,Hayward kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 July 11, 2022 Steve Griego Architects Orange 144 N. Orange Street, Orange, CA 92866 Subject: Parking Assessment for the LA Fitness Project at 515 E. Hamilton Avenue in the City of Campbell Dear Mr. Griego: Kimley-Horn and Associates, Inc. (Kimley-Horn) has been retained by Architects Orange (AO) to prepare a parking assessment memorandum for the proposed LA Fitness Project located at 515 E. Hamilton Avenue in the City of Campbell. The purpose of this memorandum is to provide an evaluation of existing and proposed parking requirements based on established standards developed by the City of Campbell and by the Urban Land Institute (ULI). Kimley-Horn will evaluate the adequacy of the existing parking, identify any parking shortages, and provide empirical data and documentation of actual parking demand on the site. PROJECT DESCRIPTION The proposed LA Fitness Project is situated within an existing retail plaza located at the northeast corner of E. Hamilton Avenue and Almarida Drive in the City of Campbell. The plaza is located immediately west of the SR-17 Freeway. The LA Fitness development will replace an existing 40,326-square-foot Bed Bath & Beyond and will be identical in leasable floor area. The existing Bed Bath and Beyond land use is a component of a 50,595-square-foot building that includes retail, restaurant, and education land uses. A separate Kohl’s building, with 98,554 square feet of floor area, is located on the north portion of the same parcel and shares a parking lot with the proposed project. Per the City of Campbell Zoning Code, the plaza is identified as a General Commercial Zone (“C-2” Zone). A vicinity map depicting the existing site is presented on Figure 1. PARKING ASSESSMENT Based on the project description, a parking assessment was conducted to determine the existing site’s compliance with City standards for parking. Each of these standards was analyzed in detail, with information provided by the applicant. Ultimately, this assessment will help determine whether there are existing and proposed parking deficiencies. NOSCALE Mr. Griego, May 16, 2022, Page 3 kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Existing Parking Supply The existing parking supply for the site consists of a total of 634 spaces, which includes ADA- accessible parking spaces. Vehicular ingress and egress is provided via three unsignalized driveways along Almarida Drive. City of Campbell Parking Requirements The City of Campbell Municipal Code has established regulations regarding minimum parking requirements based on land use type. The parking requirements are based on Section 21.28.040 of the Campbell Municipal Code and are as follows: Retail Stores, Speculative Commercial Buildings -1 space per each 200 square feet of gross floor area, but not less than 2 spaces per use, plus 1 space for each 1,000 square feet of outdoor display area Services, General -1 space for each 250 square feet of gross floor area, but not less than 2 spaces per use Eating/Drinking Establishment (No Drive-Through) -1 space for each 3 seats (indoor or outdoor), plus 1 space for each 200 square feet of non-dining floor area Health/Fitness Centers -1 space for each 150 square feet of gross floor area Tutoring Center, Small -1 space for each 200 square feet of gross floor area Required Parking – Existing Conditions Table 1 summarizes the existing parking requirements for the shopping plaza, calculated using the City of Campbell parking requirements. Per the City parking code, the existing parking requirement for the project site is 744 parking spaces. The site provides 634 parking spaces, resulting in an existing deficit of 110 parking spaces for the current site users, compared to City code. Required Parking – Proposed Conditions As part of the proposed project, the existing Bed Bath & Beyond use will be converted into an LA Fitness. As a result, the parking requirements, per City code, will increase from 1 space per 200 square feet to 1 space per 150 square feet. This change in use will increase the parking requirement to 811 spaces, resulting in a parking deficit of 177 spaces compared to City code. The proposed parking requirements are shown on Table 2. Mr. Griego, May 16, 2022, Page 4 kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Table 1 Summary of Parking Requirements and Parking Provided for Almarida Place # Existing Occupied City Parking Parking Requirement Spaces Tenant Land Use Square Footage (1 space per) Required 1 Kohl's Retail Stores 98,554 SF 200 sq. ft.493 2 Panera Bread Eating/Drinking 4,000 SF 200 sq. ft.20 3 T-Mobile Retail Stores 2,987 SF 200 sq. ft.15 4 C2 Education Tutoring Center 1,445 SF 200 sq. ft.7 5 Craft Salon & Barbershop Services, General 1,835 SF 250 sq. ft.7 6 Bed Bath & Beyond Retail Stores 40,326 SF 200 sq. ft.202 TOTAL 149,147 SF 744 Parking Spaces Provided 634 Parking Surplus / (Deficit) (110) Mr. Griego, May 16, 2022, Page 5 kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Table 2 Summary of Parking Requirements and Parking Provided for Almarida Place # Proposed Occupied City Parking Parking Requirement Spaces Tenant Land Use Square Footage (1 space per) Required 1 Kohl's Retail Stores 98,554 SF 200 sq. ft.493 2 Panera Bread Eating/Drinking 4,000 SF 200 sq. ft.20 3 T-Mobile Retail Stores 2,987 SF 200 sq. ft.15 4 C2 Education Tutoring Center 1,445 SF 200 sq. ft.7 5 Craft Salon & Barbershop Services, General 1,835 SF 250 sq. ft.7 6 LA Fitness Health Club 40,326 SF 150 sq. ft.269 TOTAL 149,147 SF 811 Parking Spaces Provided 634 Parking Surplus / (Deficit) (177) Mr. Griego, May 16, 2022, Page 6 kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 SHARED PARKING Urban Land Institute (ULI) Shared Parking Assessment The Urban Land Institute (ULI) documents shared parking characteristics in their Shared Parking, 3rd Edition publication. Furthermore, the ULI parking rates reflect the distribution between customer and employee parking demand, and adjusts the overall demand based on monthly and hourly peak demands. Generally, shared land uses within a single development can experience peak parking demands at various times throughout the day, and would therefore not require the full parking for all land uses involved. The ULI Shared Parking methodology is a multi-step process that, first, establishes the stand- alone peak parking requirements for individual uses, such as retail, restaurant, bank, and health club uses. The methodology then applies a percentage to the peak requirement for each use, for each hour of the day between the hours of 6:00 AM and midnight, reflecting the fact that the parking demand for each use varies throughout the course of the day. Beneficial shared parking synergies exist between different uses whose peak operating times occur at different times of the day. An example of complementary uses for shared parking purposes are office and theater. When the office parking demand is at 100% (at 10:00 and 11:00 in the morning on a weekday), the theater parking demand is at 0%, according to the ULI Shared Parking document, Table 2-5. Conversely, when the theater parking demand is at 100% (from 8:00 to 10:00 on a weekend night), the office has virtually no parking demand. These two uses, then, can share all or a portion of the same parking supply without detriment to the other, rather than each providing their own distinct and complete parking supply. The ULI study also identifies monthly variations in parking demand for each use for each month of the year. Parking demand for retail peaks in the month of December, during the Christmas season, and is at less than 75% from January through October. A health club, on the other hand, is at its peak during January. Each of these factors is applied to the existing parking conditions of the shopping plaza and incorporated into spreadsheets, which are provided in Attachment A. Applying these factors to a particular mix of integrated land uses yields a projected peak parking requirement, at a particular time of day (weekday and weekend) and season. In theory, the actual parking needs for that mix of uses will not exceed the projected peak, due to the interrelationships and benefits of shared parking synergies. Mr. Griego, May 16, 2022, Page 7 kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 The shared parking analysis indicates that in the proposed condition, the weekday parking demand for the combination of land uses would peak at 687 occupied parking spaces at 5:00 PM during the month of December, and the weekend parking demand would peak at 738 occupied parking spaces at 5:00 PM, also during the month of December. This indicates a weekday and weekend deficit of 53 parking spaces and 104 parking spaces, respectively. PARKING DATA COLLECTION AND OBSERVATIONS The existing parking characteristics for Almarida Place were observed to determine the actual parking demand generated by existing uses. The site was broken down into 3 parking zones for the parking data collection, to determine not only the total parking demand on an hourly basis, but also to develop an understanding of where throughout the site the parking demand occurred throughout the day. The parking zones are shown on Figure 2. The parking data collection was conducted on a Thursday and Saturday in June 2022 to provide a representative sample of typical weekday and weekend parking conditions. Parking data was collected between 6:00 AM and 9:00 PM on each day to encompass morning, midday, and evening peak period conditions in the parking lot. The resulting information can be found in Attachment B. The data is summarized on Table 3 and Table 4 for weekday and weekend conditions, respectively. Additionally, this data is presented on Figure 3 and Figure 4. During the observations, it was noted that 8 parking spaces in Zone 1 were restricted and unavailable for general use by customers due to obstructions. To be conservative of this evaluation, these spaces were redacted from the total parking spaces available, and a total of 626 available parking spaces was considered. Review of the parking data indicates that parking occupancy throughout the weekday peaked in the afternoon at 2:00 PM, but the total number of occupied spaces did not exceed 21% of the total parking supply during this peak period. During the weekend, the peak occupancy was also observed during the afternoon at 12:00 PM but did not exceed 20% of the total parking supply. A maximum occupancy of 130 parking spaces of the total 626 available parking spaces was observed throughout the duration of the parking study. This number is far lower than the 744 parking spaces required by the City’s Municipal Code. NOSCALE Mr. Griego, May 16, 2022, Page 9 kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Table 3. Summary of Weekday Parking Occupancy Time Parking Spaces Occupied Percent Occupancy Zone 1 Zone 2 Zone 3 Total 6:00 AM 1 5 6 12 2% 7:00 AM 1 6 5 12 2% 8:00 AM 2 9 12 23 4% 9:00 AM 3 13 28 44 7% 10:00 AM 1 43 25 69 11% 11:00 AM 6 53 40 99 16% 12:00 PM 4 65 50 119 19% 1:00 PM 4 60 50 114 18% 2:00 PM 8 77 45 130 21% 3:00 PM 6 55 36 97 15% 4:00 PM 8 58 40 106 17% 5:00 PM 9 54 36 99 16% 6:00 PM 5 40 35 80 13% 7:00 PM 3 41 40 84 13% 8:00 PM 1 34 21 56 9% 9:00 PM 1 25 12 38 6% Total Parking Spaces Available 224 245 157 626 100% Table 4. Summary of Weekend Parking Occupancy Time Parking Spaces Occupied Percent Occupancy Zone 1 Zone 2 Zone 3 Total 6:00 AM 3 1 4 8 1% 7:00 AM 5 0 8 13 2% 8:00 AM 6 5 18 29 5% 9:00 AM 3 8 25 36 6% 10:00 AM 4 35 42 81 13% 11:00 AM 11 75 38 124 20% 12:00 PM 11 76 39 126 20% 1:00 PM 4 84 35 123 20% 2:00 PM 5 73 42 120 19% 3:00 PM 6 78 41 125 20% 4:00 PM 10 57 25 92 15% 5:00 PM 6 67 29 102 16% 6:00 PM 4 53 33 90 14% 7:00 PM 5 43 27 75 12% 8:00 PM 4 45 21 70 11% 9:00 PM 4 15 7 26 4% Total Parking Spaces Available 224 245 157 626 100% Mr. Griego, May 16, 2022, Page 10 kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Figure 3. Weekday Parking Occupancy (Percentage of Total) Figure 4. Weekend Parking Occupancy (Percentage of Total) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Mr. Griego, May 16, 2022, Page 11 kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 FUTURE PARKING DEMAND Parking demand is anticipated to trend similarly to existing conditions. The project would raise the parking requirement, increasing the total number from 744 parking spaces to 811. However, it is noted that the observed peak parking demand, throughout the weekday and the weekend, was a maximum of 130 parking spaces. Even with the increase of 67 required parking spaces with the new project, the existing parking supply of 634 parking spaces are superfluous. Parking spaces within the site, based on parking data collection and observations, were not widely utilized by existing customers to the plaza. CONCLUSION The 634 existing parking spaces provided for Almarida Place do not meet the City of Campbell parking requirements. Per the City’s standards, the current requirement for the site is 744 spaces. This creates a deficit of 110 parking spaces. With the conversion of the existing Bed Bath and Beyond land use to a Health Club, the parking requirement increases to 811 parking spaces. This increases the deficit to 177 spaces. A separate assessment of parking demand, using the Shared Parking methodology outlined by ULI, illustrates that the parking demand during the peak time of year would be 687 occupied spaces on a weekday and 738 occupied spaces on a weekend. Compared to the City’s parking standards, this would indicate a weekday and weekend deficit of 53 parking spaces and 104 parking spaces, respectively. Although the proposed project would increase the parking requirement for this site, the existing parking demand is far lower than the current supply. In the existing condition, a maximum of 130 parking spaces, of a total 634 parking spaces, were occupied. The net change in parking demand from the LA Fitness project is not anticipated to surpass the total existing parking supply. Mr. Griego, May 16, 2022, Page 12 kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Attachment A ULI Shared Parking Assessment Spreadsheets Copyright © 2020 All rights reserved. The Urban Land Institute, International Council of Shopping Centers, and National Parking Association. Project:LA Fitness Description:Almarida Place Quantity Unit 5 PM December 5 PM December Retail (<400 ksf)2,987 sf GLA 2.90 100%100%2.89 ksf GLA 3.20 100%100%3.19 ksf GLA 85%100%8 80%100%8 Employee 0.70 100%100%0.70 0.80 100%100%0.80 100%100%3 95%100%3 Discount Stores/Superstores 98,554 sf GLA 3.40 100%100%3.39 ksf GLA 3.80 100%100%3.79 ksf GLA 85%100%284 95%100%355 Employee 0.85 100%100%0.85 0.95 100%100%0.95 95%100%80 100%100%94 Fine/Casual Dining 4,000 sf GLA 13.25 100%96%12.75 ksf GLA 15.25 100%96%14.63 ksf GLA 75%100%39 60%100%36 Employee 2.25 100%100%2.25 2.50 100%100%2.50 100%100%9 100%100%10 Health Club 40,326 sf GLA 6.60 100%99%6.56 ksf GLA 5.50 100%99%5.44 ksf GLA 90%100%240 100%100%221 Employee 0.40 100%100%0.40 0.25 100%100%0.25 100%100%17 100%100%11 Office <25 ksf 3,280 sf GFA 0.30 100%100%0.30 ksf GFA 0.03 100%100%0.03 ksf GFA 10%100%-10%100%- Reserved empl 0.00 100%100%0.00 0.00 100%100%0.00 100%100%-100%100%- Employee 3.50 100%100%3.50 0.35 100%100%0.35 60%100%7 10%100%- 571 620 116 118 -- 687 738 Additional Land Uses Total Reserved Employee/Resident CustomerCustomer/Visitor Employee/Resident Total Reserved Office Base Ratio Unit For Ratio Estimated Parking Demand Retail Non- Captive Ratio Project Ratio Non- Captive Ratio Project Ratio Driving Adj Entertainment and Institutions Hotel and Residential Food and Beverage Base Ratio Driving Adj Peak Hr Adj Weekend Shared Parking Demand Summary Peak Month: DECEMBER -- Peak Period: 5 PM, WEEKEND WeekdayWeekendWeekday Project DataLand Use Peak Mo AdjUnit For Ratio Estimated Parking Demand Peak Hr Adj Peak Mo Adj Copyright© 2020 The Urban Land Institute, International Council of Shopping Centers, and National Parking Association. All rights reserved. Project:LA Fitness Description:Almarida Place Time Demand Time Demand Time Demand Time Demand January 6 PM 585 11 AM 543 5 PM 584 6 PM 585 February 5 PM 573 11 AM 534 5 PM 573 6 PM 572 March 5 PM 576 11 AM 538 5 PM 576 6 PM 571 April 1 PM 530 11 AM 494 1 PM 530 6 PM 518 May 1 PM 543 11 AM 502 1 PM 543 6 PM 523 June 1 PM 532 11 AM 493 1 PM 532 6 PM 514 July 1 PM 534 11 AM 494 1 PM 534 6 PM 515 August 1 PM 552 11 AM 512 1 PM 512 6 PM 536 September 5 PM 544 11 AM 509 5 PM 544 6 PM 539 October 5 PM 576 11 AM 539 5 PM 576 6 PM 571 November 1 PM 598 11 AM 561 1 PM 598 6 PM 589 December 5 PM 687 11 AM 644 5 PM 687 6 PM 678 Late December 1 PM 626 11 AM 587 1 PM 626 6 PM 617 Time Demand Time Demand Time Demand Time Demand January 5 PM 613 11 AM 374 5 PM 613 6 PM 570 February 5 PM 603 11 AM 369 5 PM 603 6 PM 559 March 5 PM 613 11 AM 379 5 PM 613 6 PM 569 April 5 PM 566 11 AM 354 5 PM 566 6 PM 524 May 5 PM 578 11 AM 364 5 PM 578 6 PM 534 June 5 PM 567 11 AM 357 5 PM 567 6 PM 524 July 5 PM 569 11 AM 358 5 PM 569 6 PM 526 August 5 PM 589 11 AM 370 5 PM 589 6 PM 544 September 5 PM 579 11 AM 359 5 PM 579 6 PM 536 October 5 PM 614 11 AM 381 5 PM 614 6 PM 568 November 5 PM 641 11 AM 400 5 PM 641 6 PM 590 December 5 PM 738 11 AM 460 5 PM 738 6 PM 678 Late December 5 PM 678 11 AM 420 5 PM 678 6 PM 623 Eve Peak HrPM Peak HrAM Peak HrOverall Pk Monthly Comparison Summary Monthly Comparison Summary Month Weekend Eve Peak HrPM Peak HrAM Peak HrOverall PkMonth Weekday 0 100 200 300 400 500 600 700 800 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Lat DecParkingStalls Month Weekday Month-by-Month Estimated Parking Demand 0 100 200 300 400 500 600 700 800 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Lat DecParkingStalls Month Weekend Month-by-Month Estimated Parking Demand 0 100 200 300 400 500 600 700 800 ParkingStallsHour Peak Month Daily Parking Demand by Hour (Weekday) Discount Stores/Superstores Office <25 ksf Health Club Retail (<400 ksf)Fine/Casual Dining Total Supply 0 100 200 300 400 500 600 700 800 ParkingStallsHour Peak Month Daily Parking Demand by Hour (Weekend) Health Club Discount Stores/Superstores Office <25 ksf Retail (<400 ksf)Fine/Casual Dining Total Supply Mr. Griego, May 16, 2022, Page 13 kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Attachment B Parking Occupancy Count Data Date: Zone Stall Inventory 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM Regular 222 0 0 1 2 0 5 3 3 ADA 0 0 0 0 0 0 0 0 0 Loading 2 1 1 1 1 1 1 1 1 Regular 217 5 6 8 13 41 50 59 53 ADA 14 0 0 1 0 1 2 4 5 Loading 0 0 0 0 0 0 0 0 0 Drive Up 6 0 0 0 0 0 0 0 0 Online 4 0 0 0 0 0 0 1 0 EV 4 0 0 0 0 1 1 1 2 Regular 145 6 5 12 28 24 40 49 47 ADA 8 0 0 0 0 0 0 1 2 Loading 1 0 0 0 0 0 0 0 0 Pick Up 3 0 0 0 0 1 0 0 1 Zone Stall Inventory 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Regular 222 7 5 7 8 4 2 0 0 ADA 0 0 0 0 0 0 0 0 0 Loading 2 1 1 1 1 1 1 1 1 Regular 217 70 49 51 51 38 39 28 25 ADA 14 3 3 5 1 0 1 0 0 Loading 0 0 0 0 0 0 0 0 0 Drive Up 6 0 0 0 0 0 0 2 0 Online 4 0 0 0 0 0 0 1 0 EV 4 4 3 2 2 2 1 3 0 Regular 145 45 36 40 35 34 39 20 12 ADA 8 0 0 0 1 1 0 0 0 Loading 1 0 0 0 0 0 0 0 0 Pick Up 3 0 0 0 0 0 1 1 0 Occupancy Zone 2 Zone 2 Zone 1 Zone 3 6/23/2022 Zone 1 Zone 3 158629 Campbell Parking Occupancy Counts Project Number: Project Name: Date: Zone Stall Inventory 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM Regular 222 2 4 5 2 3 10 10 3 ADA 0 0 0 0 0 0 0 0 0 Loading 2 1 1 1 1 1 1 1 1 Regular 217 1 0 5 7 34 67 66 77 ADA 14 0 0 0 1 0 5 4 1 Loading 0 0 0 0 0 0 0 0 1 Drive Up 6 0 0 0 0 0 0 2 2 Online 4 0 0 0 0 1 1 2 1 EV 4 0 0 0 0 0 2 2 2 Regular 145 4 8 18 25 40 37 39 32 ADA 8 0 0 0 0 2 1 0 2 Loading 1 0 0 0 0 0 0 0 0 Pick Up 3 0 0 0 0 0 0 0 1 Zone Stall Inventory 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM Regular 222 4 5 9 5 3 4 3 3 ADA 0 0 0 0 0 0 0 0 0 Loading 2 1 1 1 1 1 1 1 1 Regular 217 64 71 48 59 49 40 43 14 ADA 14 5 4 6 7 3 2 2 1 Loading 0 0 0 0 0 0 0 0 0 Drive Up 6 0 1 0 0 0 1 0 0 Online 4 2 1 2 0 1 0 0 0 EV 4 2 1 1 1 0 0 0 0 Regular 145 42 40 25 29 33 26 21 7 ADA 8 0 0 0 0 0 0 0 0 Loading 1 0 0 0 0 0 0 0 0 Pick Up 3 0 1 0 0 0 1 0 0 Zone 3 Occupancy Zone 2 Zone 3 Zone 1 Zone 2 6/25/2022 Zone 1 Project Number: 158629 Project Name: Campbell Parking Occupancy Counts City of Campbell -- Community Development Department 70 N. First Street, Campbell, CA 95008 MEMORANDUM To: Members of the Planning Commission Date: January 23, 2023 From: Rob Eastwood, Community Development Director Subject: Report of the Community Development Director I. GENERAL PLAN / HOUSING ELEMENT / ZONING ORDINANCE AND MULTIFAMILY DESIGN AND DEVELOPMENT STANDARDS: Staff is looking to schedule the following dates for the Planning Commission to review the major workplan products described above – Tuesday, February 14th – Regular Planning Commission Meeting – Early Start Time of 6pm – Review and provide feedback on Multifamily Design and Development Standards. Week of March 14th – Special Planning Commission Meeting – Final review and recommendation to Council on adoption of the following – • General Plan Update • Housing Element • Environmental Impact (EIR) Certification • Comprehensive Zoning Ordinance Update • Multi-family Design and Development Standards