San Marino City Council
January 12, 2022

Land Use
Size 60 Employees 10.8 KSF 33.9 KSF
Peak Pkg Rate[2] 1.40 /Employee 1.0 /350 SF 2.25 /KSF
Weekend Pkg Rate[3] 1.40 /Employee 1.0 /350 SF 2.10 /KSF Gross Spaces 84 Spc. 43 Spc. 71 Spc.

Adjusted Gross 84 Spc. 43 Spc. 71 Spc.

Spaces[4] Shared 209 Spaces
Parking
Time of Day Demand
6:00 AM 0
7:00 AM 42
8:00 AM 103
9:00 AM 109
10:00 AM 176
11:00 AM 170
12:00 PM 142
1:00 PM 133
2:00 PM 123
3:00 PM 107
4:00 PM 114
5:00 PM 110
6:00 PM 110
7:00 PM 107
8:00 PM 85
9:00 PM 43
10:00 PM 0
11:00 PM 0
12:00 AM 0
Notes:
[1] Source: Shared Parking , Third Edition, Urban Land Institute, ICSC, and National Parking Association, 2020. [8] The total parking supply of 209 spaces consists of parking spaces on-site (i.e.,192 spaces), the angled spaces on the south side of Huntington Drive (i.e., 12 spaces), and west side of West Drive (i.e., 5 spaces) along the Library frontages. For purposes of the shared parking analysis, the District Office parking lot (i.e., 17 spaces) is not included as part of the parking supply available for shared usage. [5] The number of employees (i.e., faculty/staff figures) at the Huntington Middle School consists of 60 employees as provided by the San Marino Unified School District staff.
[6] The square footage includes the renovated San Marino Center totaling 10,832 square feet of gross floor area. [4] Gross spaces not adjusted to reflect parking demand reduction due to captive market, internal capture, transit, and/or walk-in reduction.
[7] The square footage includes the Crowell Library totaling 33,906 square feet of gross floor area. [2] Peak parking rates based on the ITE Parking Generation Manual for the middle school component, the City of San Marino Municipal Code off-street parking requirements for the community center, and the ULI Shared Parking manual for the public library. [3] The weekday and weekend parking rates are based on the weekday vs. weekend parking variations for the public library land use for the Crowell Library as summarized in Figure 2-2 of the Shared Parking manual. For the Huntington Middle School and the San Marino Center, the weekend parking rates are assumed to be the same as the peak weekday rates given the various weekend classes, events, sports activities scheduled at these facilities.

Comparison w/
Parking Supply [8]
Number of Number of Number of Surplus
(Deficiency)
Middle School [5] Community
Center [6] Library [7]
Table 2-2
WEEKEND SHARED PARKING DEMAND ANALYSIS [1]
0 0 0 209
Spaces Spaces Spaces
167
84 18 1 106
42 0 0
100
84 21 71 33
84 21 4
39 63 21 58 67
84 21 65
76 63 21 39 86
63 21 49
102
63 43 8 95
63 18 26
99 63 43 4 99
63 43 4
102
42 43 0 124
63 43 1
166
0 0 0 209
0 43 0
209
0 0 0 209
0 0 0
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-20-4416-1 San Marino Center Improvement Project

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc

2.7 Parking Management Strategies
During times when the parking demand is high at the site or when less frequent special events/conferences are held, various parking management strategies are effective at managing these peak parking demands. Below are parking management strategies for consideration, specifically when special events are held concurrently at the SMC, the Huntington Middle School and/or the Crowell Public Library. The following elements should be considered by the Director of Community Development prior to issuance of the Certificate of Occupancy. • A requirement to maintain an events calendar that is accessible and shared with the Huntington Middle School and the Crowell Public Library, which would include the date, time and duration of the event, including the expected attendance figure for each event.

Special SMC events/meetings where 40 attendees or more are expected would require further coordination with the Huntington Middle School and Crowell Public Library to ensure that any overlap of activities is minimized to the extent possible. • Implementation of managed parking for some spaces within the on-site parking facility (i.e., both valet parking spaces and tandem parking spaces) which would increase the effective parking supply as valet-attended parking could occur within drive aisles located throughout the on-site parking areas or other nearby lots (i.e., District Office parking lot). • A provision in the Rules and Regulations which would prohibit visitors/vendor employees from parking on surrounding streets that are not immediately adjacent to the site frontages.

Consider, if needed and feasible, installation of additional angled parking spaces along the south side of Huntington Drive along the SMC frontage, similar to the spaces that are currently in front of the Crowell Public Library.
• To the extent feasible, classes/meetings/events held at the SMC and the Crowell Public Library shall not be scheduled to begin or end such that it overlaps with the morning drop-off and afternoon pick-up peak time periods at the Huntington Middle School. • The SMC, Crowell Public Library and Huntington Middle School should encourage bicycle, transit, and ride-share opportunities to events where appropriate. • A requirement to conduct a parking utilization monitoring study one year from issuance of the Project’s Certificate of Occupancy. The parking utilization monitoring study must demonstrate that on-site parking is adequate to meet project demand during both weekday and weekend conditions. If the study shows that project parking demand exceeds the supply of parking within the project, the Applicant shall propose measures to reduce spillover parking impacts, subject to review and approval by the Director of Community Development.

The parking reduction strategies may include, but are not limited to: 1) preparation of a Valet Parking Plan, 2) provision of transit passes and/or ride-share subsidies for employees, and/or

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
3) subsidized off-site parking options in order to minimize on-site employee parking demand, if necessary.

2.8 Project Trip Generation and Distribution

2.8.1 Project Trip Generation
Traffic generation is expressed in vehicle trip ends, defined as one-way vehicular movements, either entering or exiting the generating land use. Traffic volumes expected to be generated by the proposed project were estimated for the weekday commuter AM and PM peak hours, as well as over a 24-hour daily period, using trip generation rates provided in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual6
. The ITE document contains trip rates for a variety of land uses which have been derived based on traffic counts conducted at existing sites throughout California and the United States.

The trip generation rates and forecast of the vehicular trips anticipated to be generated by the proposed project are presented in Table 2-3. Traffic volumes expected to be generated by the proposed project were based upon rates per thousand square feet of gross floor area. The project trip generation forecast was submitted for review and approval by City staff as part of the Memorandum of Understanding scoping process. ITE Land Use Code 495 (Recreational Community Center) trip generation average rates were used to forecast the traffic volumes expected to be generated by the proposed project.

2.8.2 Weekday ITE Project Trip Generation Summary
As summarized in Table 2-3, the proposed project is expected to generate 19 new vehicle trips (13 inbound trips and 6 outbound trips) during the weekday AM peak hour. During the weekday PM peak hour, the proposed project is expected to generate 25 new vehicle trips (12 inbound trips and 13 outbound trips). Over a 24-hour period, the proposed project is forecast to generate approximately 312 new daily trip ends (156 inbound trips and 156 outbound trips) during a typical weekday.

2.8.3 Weekday Site-Specific Project Trip Generation Summary Site-specific programming details including the frequency and attendance figures for each of the proposed classes/events was provided and reviewed. It was determined that recurring daily and weekly classes/events would continue to be provided as part of the typical site operations. Less frequent special events/conferences (e.g., monthly and quarterly events) are not accounted for in the trip generation forecast as they do not occur with often regularity. Based on the site-specific programming data and person trips forecast for the project, the number of vehicles has been estimated using an average vehicle ridership (AVR) of 1.135 persons per vehicle (as provided in the South Coast Air Quality Management District in its CEQA Air Quality Handbook). It is estimated that approximately 302 vehicle trips (i.e., 342 person trips/1.135 persons per vehicle = 151 inbound trips and 151 outbound trips) on a daily basis would be generated to/from the site. Using the sitespecific data, the proposed project is expected to generate 18 new vehicle trips (12 inbound trips and 6 Institute of Transportation Engineers Trip Generation Manual, 10th Edition, 2017.

Table 2-3
PROJECT TRIP GENERATION [1]

DAILY AM PEAK HOUR PM PEAK HOUR
TRIP ENDS [2] VOLUMES [2] VOLUMES [2]

LAND USE SIZE VOLUMES IN OUT TOTAL IN OUT TOTAL
Proposed Use
Community Center [3] 10,832 GSF 312 13 6 19 12 13 25
TOTAL PROJECT TRIPS 312 13 6 19 12 13 25
[1] Source: ITE "Trip Generation Manual", 10th Edition, 2017. [2] Trips are one-way traffic movements, entering or leaving. [3] ITE Land Use Code 495 (Recreational Community Center) trip generation average rates. - Weekday Daily Trip Rate: 28.82 trips/1,000 SF of floor area; 50% inbound/50% outbound - Weekday AM Peak Hour Trip Rate: 1.76 trips/1,000 SF of floor area; 66% inbound/34% outbound - Weekday PM Peak Hour Trip Rate: 2.31 trips/1,000 SF of floor area; 47% inbound/53% outbound LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
6 outbound trips) or 21 person trips/1.135 persons per vehicle during the weekday AM peak hour.

During the weekday PM peak hour, the proposed project is expected to generate 16 new vehicle trips (5 inbound trips and 11 outbound trips) or 19 person trips/1.135 persons per vehicle. For purposes of the LOS analysis for the non-CEQA transportation assessment, the ITE trip generation forecast was utilized as it was slightly higher when compared to that based on the site-specific programming data.

2.8.4 Project Trip Distribution and Assignment
Project traffic volumes both entering and exiting the site have been distributed and assigned to the adjacent street system based on the following considerations:
• The site's proximity to major traffic corridors (i.e., Huntington Drive, Virginia Road, Sierra Madre Boulevard, etc.);
• Expected localized traffic flow patterns based on adjacent roadway channelization and presence of traffic signals;
• Existing intersection traffic volumes;
• Ingress/egress scheme planned for the proposed project; • Nearby population and employment centers; and
• Input from City of San Marino Public Works Department staff.

The general, directional morning and afternoon traffic distribution patterns for the proposed project are presented in Figures 2-4 and 2-5, respectively. The forecast new weekday AM and PM peak hour project traffic volumes at the study intersections associated with the proposed project are presented in Figures 2-6 and 2-7, respectively. The traffic volume assignments presented in Figures 2-6 and 2-7 reflect the traffic distribution characteristics shown in Figures 2-4 and 2-5 and the project trip generation forecasts presented in Table 2-3.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc

3.0 PROJECT SITE CONTEXT
The project site is located within a well-established multi-modal transportation network maintained by the City of San Marino. The following sections will provide an overview of the transportation infrastructure in the vicinity of the proposed project, including infrastructure which supports both motorized and non-motorized transportation modes.

3.1 Non-Vehicle Network
Non-vehicular transportation generally encompasses walking, biking, and other active transportation modes. Distinct facilities are often provided for these non-vehicular modes. Most prominently, paved sidewalks are typically provided to facilitate pedestrian travel outside of the roadway. In some cases, bicycle facilities such as painted bike lanes or separated bike paths are provided within the roadway in order to separate bike traffic from vehicular traffic. Roadways which are designed to prioritize non-vehicular transportation modes utilize complimentary non-vehicular infrastructure in order to promote comfortable, safe travel for both pedestrians and bicyclists. A review of the pedestrian and bicycle infrastructure provided in the vicinity of the project site is provided below.

3.1.1 Pedestrian System
Pedestrian infrastructure consists of facilities such as sidewalks, crosswalks, pedestrian signals, curb access ramps, Americans with Disabilities Act (ADA) compliant tactile warning strips, and curb extensions, among other things. These facilities are widely provided within the study area.

Sidewalks are currently provided along Huntington Drive and along other corridors near the site, including Virginia Road and West Drive. Marked crosswalks, pedestrian signals, and curb ramps are provided at the study intersections.

3.1.2 Bicycle System
Bicycle infrastructure consists of both facilities within the roadway as well as public bicycle parking spaces. The Federal and State transportation systems recognize three primary bikeway facilities:

Bicycle Paths (Class I), Bicycle Lanes (Class II), and Bicycle Routes (Class III). Bicycle Paths (Class I) are exclusive car free facilities that are typically not located within a roadway area. Bicycle Lanes (Class II) are part of the street design that is dedicated only for bicycles and identified by a striped lane separating vehicle lanes from bicycle lanes. Bicycle Routes (Class III) are preferably located on collector and lower volume arterial streets.

As indicated in the Huntington Drive Safe Streets Corridor Plan, the only existing bicycle facility within the City of San Marino is a north-south Class II bike lane on Del Mar Avenue from Huntington Drive to the southerly City limits (0.70 miles). The 2014 Draft San Marino Bicycle and Pedestrian Plan included proposed protected bicycle lanes along Huntington Drive. Adjoining jurisdictions have plans for Class II bicycle lanes along Huntington Drive east and west of the City of San Marino (i.e., Los Angeles County Bicycle Master Plan proposes Class II bicycle lanes on Huntington Drive in unincorporated East San Gabriel to the east of the project site and the South

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
Pasadena Bicycle Master Plan also proposes Class II bicycle lanes to the west of the site). The existing and proposed bicycle infrastructure in the City of San Marino is illustrated in Figure 3-1.

3.2 Transit Network
Public bus transit services are provided within the project study area by the Los Angeles County Metropolitan Transportation Authority (Metro) lines and the City of Montebello Bus Lines (MBL).

The existing public transit routes in the vicinity of the project site are illustrated in Figure 3-2. A summary of the existing transit service in the vicinity of the project site is presented in Table 3-1.

As shown in Figure 3-2, public transit access to the project site is accommodated by Metro which runs one line along Huntington Drive at a frequency of approximately 60 minutes during weekday and Saturday peak service. The nearest bus stops for Metro Line 79 provide amenities including benches and trash receptacles east of the project site (i.e., along the north side of Huntington Drive west of West Drive and along the south side of Huntington Drive east of West Drive). Other bus stops for Metro bus lines with benches and trash receptacles are provided west of the project site (i.e., within approximately one-quarter of a mile of the project site) at the following locations: 1) along the north side of Huntington Drive west of Virginia Road, and 2) along the south side of Huntington Drive east of Virginia Road.

3.3 Vehicle Network

3.3.1 Roadway Classifications
The City of San Marino utilizes the roadway categories recognized by regional, state and federal transportation agencies. There are four categories in the roadway hierarchy, ranging from freeways with the highest capacity to two-lane undivided roadways with the lowest capacity. The roadway categories are summarized as follows:
• Freeways are limited-access and high speed travel ways included in the state and federal highway systems. Their purpose is to carry regional through-traffic. Access is provided by interchanges with typical spacing of one mile or greater. No local access is provided to adjacent land uses.
• Arterial roadways are major streets that primarily serve through-traffic and provide access to abutting properties as a secondary function. Arterials are generally designed with two to six travel lanes and their major intersections are signalized. This roadway type is divided into two categories: principal and minor arterials. Principal arterials are typically four-or-more lane roadways and serve both local and regional through-traffic. Minor arterials are typically two-to-four lane streets that service local and commuter traffic. • Collector roadways are streets that provide access and traffic circulation within residential and non-residential (e.g., commercial and industrial) areas. Collector roadways connect local streets to arterials and are typically designed with two through travel lanes (i.e., one through

ROADWAY(S)

ROUTE DESTINATIONS NEAR SITE DIR AM PM
Metro 79 Downtown Los Angeles to Arcadia via El Sereno, Virginia Road, West Drive, EB 1 1 Alhambra and South Arcadia Sierra Madre Boulevard, San Marino Avenue, WB 1 1 Huntington Drive
Metro 176 Highland Park to Montebello via South Pasadena, Garfield Avenue, Huntington Drive EB 1 1 San Gabriel, Rosemead, El Monte and South El Monte WB 1 1 Metro 260 Altadena to Compton via Pasadena, Alhambra, Garfield Avenue, Huntington Drive NB 4 4 East Los Angeles, Maywood and Lynwood SB 4 5
Metro 487 El Monte to Downtown Los Angeles via Arcadia, Pasadena, San Gabriel Boulevard, Huntington Drive EB 1 1 San Marino, Temple City and San Gabriel WB 1 1
Montebello 30 San Marino to Bell Gardens via Alhambra, Monterey Park Garfield Avenue, Huntington Drive EB 1 1 and Montebello WB 1 1
TOTAL 16 17
[1] Sources: Los Angeles County Metropolitan Transportation Authority (Metro) and City of Montebello Bus Lines (MBL) websites, 2021.

Table 3-1
EXISTING TRANSIT ROUTES [1]
NO. OF BUSES

DURING PEAK HOUR
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
travel lane in each direction) that may accommodate on-street parking. They may also provide access to abutting properties.
• Local roadways distribute traffic within a neighborhood, or similar adjacent neighborhoods, and are not intended for use as a through-street or a link between higher capacity facilities such as collector or arterial roadways. Local streets are fronted by residential uses and do not typically serve commercial uses. Generally, travel lanes are not striped, and parking may be accommodated on one or both sides of the roadway.

3.3.2 Regional Highway System
Primary regional access is provided by the I-210 Freeway (approximately 2.5 miles north of the project site) and the I-10 Freeway (approximately 3.5 miles south of the project site). The Foothill Freeway (I-210) is a major east-west oriented freeway connecting the Golden State Freeway (I-5) in the San Fernando area to the Orange Freeway (SR 57) near San Dimas. The I-210 Freeway generally contains four mainline freeway lanes and one high occupancy vehicle lane in each direction near the study area. Full freeway connections (i.e., eastbound and westbound ramp connections) are provided at Sierra Madre Boulevard and Allen Avenue.

The San Bernardino (I-10) Freeway is a major east-west freeway connecting the City of Santa Monica with the City of Los Angeles and the municipalities of the San Gabriel Valley and San Bernardino County to the east. In the project vicinity, three to four mixed-flow freeway lanes are provided in each direction on the I-10 Freeway with auxiliary merge/weave lanes provided between some interchanges. Eastbound and westbound on/off ramps are provided to and from the I-10 Freeway at Del Mar Avenue and New Avenue.

3.3.3 Roadway Descriptions
The current lane configurations and traffic control measures at each study intersection is presented in Figure 3-3. Descriptions of the roadways which comprise the study area are provided in Table 3-2, including the roadway classification, number of lanes, median types, and speed limits designated by the City of San Marino.

3.4 Traffic Count Data
The traffic count data for the four (4) study intersections are based on the historical traffic count data utilized in the Citywide Traffic Circulation Study. The traffic counts for all of the study intersections were conducted during the weekday morning peak period (7:00 AM to 9:00 AM) and weekday evening peak period (4:00 PM to 6:00 PM) in November 2019. The year 2019 manual traffic count data has been adjusted by an annual ambient growth rate (i.e., 1.0 percent per year) to reflect year 2021 existing conditions. Traffic volumes at the study intersections show the weekday morning and weekday afternoon peak periods typically associated with peak commute hours in the metropolitan area.

Table 3-2

EXISTING ROADWAY DESCRIPTIONS

TRAVEL LANES MEDIAN SPEED
ROADWAY CLASSIFICATION [1] DIRECTION [2] NO. LANES [3] TYPES [4] LIMIT Virginia Road
-North of Huntington Drive Collector NB-SB 2 N/A 25
-South of Huntington Drive Local NB-SB 2 N/A 25
Cambridge Road Local Street NB-SB 2 N/A 25
West Drive Local Street NB-SB 2 N/A 35
San Marino Avenue
-North of Huntington Drive Parkway NB-SB 4 RMI 35
-South of Huntington Drive Collector NB-SB 2 N/A 25
Huntington Drive Parkway EB-WB 6 RMI 40
Roanoke Road Local Street EB-WB 2 N/A 25
Notes:
[1] Roadway classifications obtained from the City of San Marino Circulation Element , adopted August 1995. [2] Direction of roadways in the project area: NB-SB = northbound and southbound; and EB-WB = eastbound and westbound. [3] Number of lanes in both directions on the roadway.
[4] Median type of the road: RMI = Raised Median Island; 2WLT = 2-Way Left-Turn Lane; and N/A = Not Applicable.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
It should also be noted that new traffic counts were not collected in the midst of the Covid-19 pandemic since it may represent atypical conditions. Thus, based on coordination with City staff, since historical traffic counts were available in the study area and for establishing existing conditions consistency with the Citywide Traffic Circulation Study, it was determined that the historical traffic count data at the four (4) study intersections would be appropriate and thus were utilized to determine the existing traffic conditions.

The existing weekday AM and weekday PM peak hour intersection traffic volumes by approach are summarized in Table 3-3. The existing vehicular turning movements at the study intersections during the weekday AM and weekday PM peak hours are shown in Figures 3-4 and 3-5, respectively. For each study intersection, the highest one-hour total traffic volumes (i.e., four consecutive 15-minute time intervals) traversing through the intersection during the 7:00 to 9:00 AM and 4:00 to 6:00 PM time periods were selected so as to determine the respective weekday AM and PM peak hour traffic volumes for each study intersection. For purposes of the traffic impact analysis, this common traffic engineering practice ensures that a more conservative (i.e., worst-case) assessment of existing operating conditions be attained for each study intersection. Therefore, the traffic volumes shown in Figures 3-4 and 3-5 for the study intersections do not necessarily reflect the same exact one-hour time period during the morning and/or afternoon peak commuter conditions (i.e., one intersection’s peak hour may have occurred between 7:30 and 8:30 AM, while another intersection’s peak hour may have occurred between 7:45 and 8:45 AM). Summary data worksheets of the manual traffic counts of the study intersections are contained in Appendix B.

3.5 Cumulative Development Projects
The forecast of future pre-project conditions was prepared in accordance to procedures outlined in Section 15130 of the CEQA Guidelines. Specifically, the CEQA Guidelines provide two options for developing the future traffic volume forecast:
“(A) A list of past, present, and probable future projects producing related or cumulative impacts, including, if necessary, those projects outside the control of the [lead] agency, or
(B) A summary of projections contained in an adopted local, regional or statewide plan, or related planning document, that describes or evaluates conditions contributing to the cumulative effect. Such plans may include: a general plan, regional transportation plan, or plans for the reduction of greenhouse gas emissions.

A summary of projections may also be contained in an adopted or certified prior environmental document for such a plan. Such projections may be supplemented with additional information such as a regional modeling program. Any such document shall be referenced and made available to the public at a location specified by the lead agency.”
Although the CEQA Guidelines do not strictly apply to the local transportation assessment required by the City of San Marino, this traffic analysis provides a highly conservative estimate of future prePage 348 of 962 Table 3-3
EXISTING TRAFFIC VOLUMES [1]

WEEKDAY AM AND PM PEAK HOURS

AM PEAK HOUR PM PEAK HOUR
NO. INTERSECTION DATE DIR BEGAN VOLUME BEGAN VOLUME
1 Virginia Road / 11/07/2019 NB 8:15 AM 439 5:15 PM 177 Huntington Drive SB 192 456
EB 1,251 1,827
WB 1,886 1,477
2 Virginia Road / 11/07/2019 NB 7:45 AM 424 5:15 PM 181 Roanoke Road SB 98 398
EB 25 9
WB 0 0
3 Cambridge Road - 11/07/2019 NB 7:45 AM 145 5:30 PM 159 West Drive / SB 150 164
Huntington Drive EB 1,458 1,992
WB 1,874 1,511
4 Sierra Madre Boulevard- 11/07/2019 NB 8:00 AM 658 4:45 PM 389 San Marino Avenue / SB 833 1,179
Huntington Drive EB 1,417 1,942
WB 1,391 1,107
[1] Counts conducted by IDAX Data. The traffic counts were adjusted by 1% per year to account for ambient growth in determining year 2021 conditions.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
project traffic volumes as it incorporates both the “A” and “B” options for purposes of developing the forecast.

3.5.1 Related Projects
A forecast of on-street traffic conditions prior to occupancy of the proposed project was prepared by incorporating the potential trips associated with other known development projects (related projects) in the area (i.e., within an approximate one-mile radius from the project site). With this information, the potential impact of the proposed project can be evaluated within the context of the cumulative impacts of all ongoing development. The related projects research was based on information on file with the City of San Marino and the City of Alhambra Community Development Departments. The list of related projects in the project site area is presented in Table 3-4. The location of the related projects is shown in Figure 3-6.

Traffic volumes expected to be generated by the related projects were calculated using rates provided in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual7, or they were obtained from other traffic studies as sourced. The related projects’ respective traffic generation for the weekday AM and PM peak hours, as well as on a daily basis for a typical weekday, is summarized in Table 3-4. The related projects traffic volumes were distributed and assigned to the street system based on the projects’ locations in relation to the study intersections, their proximity to major traffic corridors, proposed land uses, nearby population and employment centers, etc. The anticipated distribution of the related projects traffic volumes to the study intersections during the weekday AM and weekday PM peak hours are displayed in Figures 3-7 and 3-8, respectively.

3.5.2 Ambient Traffic Growth Factor
Horizon year background traffic growth estimates have been calculated using an ambient traffic growth factor. The ambient traffic growth factor is intended to include unknown related projects in the study area as well as account for typical growth in traffic volumes due to the development of projects outside the study area. An annual growth rate of one percent (1.0%) per year was selected for this analysis in consultation with City of San Marino staff during the scoping process.

Therefore, application of this one percent (1.0%) ambient growth factor in addition to the forecast traffic generated by the related projects allows for a very conservative forecast of future traffic volumes in the project study area as incorporation of both (i.e., an ambient traffic growth rate and a detailed list of cumulative development projects) is expected to overstate potential future traffic volumes.
7 Institute of Transportation Engineers Trip Generation Manual, 10th Edition, Washington, D.C., 2017.

Table 3-4
RELATED PROJECTS LIST AND TRIP GENERATION [1]

PROJECT DAILY AM PEAK HOUR PM PEAK HOUR
MAP PROJECT PROJECT NAME/NUMBER LAND USE DATA DATA TRIP ENDS [2] VOLUMES [2] VOLUMES [2] NO. STATUS ADDRESS/LOCATION LAND-USE SIZE SOURCE VOLUMES IN OUT TOTAL IN OUT TOTAL City of San Marino
SM1 Under The Huntington Library, Art Museum, Rose Garden Tea Room Expansion 68 Seats [3] 177 1 0 1 13 6 19 Construction and Botanical Gardens
1151 Oxford Road
SM2 Under The Huntington Library, Art Museum, Japanese Heritage House -- -- -- Nom. Nom. Nom. Nom. Nom. Nom. Nom.

Construction and Botanical Gardens Restoration & Relocation 1151 Oxford Road
City of Alhambra
A1 Proposed 1224 N. Atlantic Boulevard Restaurant 3,267 GSF [4] 1,539 67 64 131 56 51 107 Retail 3,646 GLSF [5] 138 2 1 3 7 7 14
A2 Proposed 700 N. Stoneman Avenue Condominium 79 DU [6] 430 7 21 28 21 14 35 A3 Proposed 300 E. Alhambra Road Condominium 6 DU [7] 44 1 2 3 2 1 3 A4 Proposed 918 - 924 E. Main Street Retail 2,899 GLSF [5] 109 2 1 3 5 6 11 Office 10,971 GSF [8] 107 11 2 13 2 11 13
TOTAL 2,544 91 91 182 106 96 202
[1] Sources: City of San Marino and the City of Alhambra Community Development Departments. ITE "Trip Generation Manual", 10th Edition, 2017. [2] Trips are one-way traffic movements, entering or leaving. [3] ITE Land Use Code 931 (Quality Restaurant) trip generation average rates. [4] ITE Land Use Code 934 (Fast-Food Restaurant with Drive-Through) trip generation average rates. [5] ITE Land Use Code 820 (Shopping Center) trip generation average rates. [6] ITE Land Use Code 221 (Multifamily Housing [Mid-Rise]) trip generation average rates. [7] ITE Land Use Code 220 (Multifamily Housing [Low-Rise]) trip generation average rates. [8] ITE Land Use Code 710 (General Office) trip generation average rates.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc

4.0 CEQA TRANSPORTATION ASSESSMENT
The State of California Governor’s Office of Planning and Research (OPR) issued proposed updates to the CEQA Guidelines in November 2017 that amends the Appendix G question for transportation impacts to delete reference to vehicle delay and level of service and instead refer to Section 15064.3, subdivision (b)(1) of the CEQA Guidelines asking if the project will result in a substantial increase in vehicle miles traveled (VMT). The California Natural Resources Agency certified and adopted the revisions to the CEQA Guidelines in December of 2018, and as of July 1, 2020 the provisions of the new section are in effect statewide. Concurrently, OPR developed the Technical Advisory on Evaluating Transportation Impacts in CEQA (December 2018), which provides non-binding recommendations on the implementation of VMT methodology which has significantly informed the way VMT analyses are conducted in the State. Accordingly, for the purpose of environmental review under CEQA, the City of San Marino has adopted significance criteria for transportation impacts based on VMT for land use projects and plans which is generally consistent with the recommendations provided by OPR in the Technical Advisory.

4.1 Vehicle Miles Traveled (VMT) Project Screening
Traditionally, public agencies have set certain thresholds to determine whether a project requires detailed transportation analysis or if it could be assumed to have less than significant environmental impacts without additional study. The City of San Marino has adopted three (3) screening criteria which may be applied to screen proposed projects out of detailed VMT analysis. Proposed projects are not required to satisfy all of the screening criteria in order to screen out of further VMT analysis; satisfaction of one criterion is sufficient for screening purposes. The following sections provide a detailed explanation of each screening criteria as it relates to the proposed project.

4.1.1 Transit Priority Area Screening
CEQA Guidelines Section 15064.3(b)(1) states in part: “Generally, projects within one-half mile of either an existing major transit stop or a stop along an existing high-quality transit corridor should be presumed to cause a less than significant transportation impact.” In keeping with the statutory presumption of less than significant impacts due to nearby high-quality transit, the City of San Marino has adopted a transit priority area8
(TPA) screening criterion. Projects which are located
within a TPA are presumed to have a less than significant impact, absent substantial evidence to the contrary. This presumption may not be appropriate if:
• The project has a floor area ratio (FAR) of less than 0.75. • The project includes more parking for use by residents, customers, or employees of the project than required by the City.
8 Public Resources Code Section 21099(a)(7): ““Transit priority area” means an area within one-half mile of a major transit stop that is existing or planned, if the planned stop is scheduled to be completed within the planning horizon included in a Transportation Improvement Program or applicable regional transportation plan.”

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
• The project is inconsistent with the applicable Sustainable Communities Strategy (as determined by the lead agency, with input from the Southern California Association of Governments [SCAG]).
• The project replaces affordable residential units with a smaller number of moderate- or highincome residential units.

The San Gabriel Valley Council of Governments (SGVCOG) Vehicle Miles Traveled Evaluation Tool (“VMT Evaluation Tool”), which was developed by Fehr & Peers as part of the SB 743 VMT Implementation Study effort, was utilized to conduct TPA screening in the City of San Marino.

As described in Section 3.2, public transit service is provided in the vicinity of the proposed project.

The Los Angeles County Metropolitan Transportation Authority (Metro) Transit line and the Montebello bus line which provide services in the immediate vicinity of the project site, do not meet the criteria for a high-quality transit corridor9. Based on a review of the existing transit service in the vicinity, the proposed project is not expected to screen out of VMT analysis due to being located within a TPA. The VMT Evaluation Tool likewise concludes that the project fails the TPA screening criterion. Screening worksheets generated by the tool for the proposed project are included in Appendix C.

4.1.2 Low VMT Area Screening
It is assumed that projects which will be located within areas which currently exhibit low VMT, and that incorporate similar features pertaining to density, land use mix, and transit availability, will tend to exhibit similarly low VMT. In areas where the existing VMT generation already falls below the applicable thresholds, and where projects are likely to generate similar levels of VMT, projects may be screened out of preparing detailed VMT analysis. OPR notes that such screening is appropriate for residential and office projects.

The City of San Marino has adopted a low VMT area screening criterion which may apply to residential, office, or other employment-related and mixed-use land use types. The SCAG Travel Demand Forecasting Model was used to establish VMT performance for individual Traffic Analysis Zones (TAZ). The VMT values for each TAZ are then compared to the applicable City thresholds (i.e., VMT per capita, per employee, or per service population) to determine if the TAZ can be considered a low VMT area. Locations within the City of San Marino which qualify for the low VMT area screening are to be identified through the VMT Evaluation Tool.

As reported in the screening worksheets provided in Appendix C, the project is situated within TAZ 22139300, which currently exhibits 27.95 total VMT per service population. The threshold for office project types is noted as 29.77 total VMT per service population. Therefore, the TAZ currently exhibit VMT below the applicable thresholds and could be considered a low VMT area.

The proposed project site therefore meets the low VMT area screening criterion. 9 Public Resources Code Section 21155(b): “For purposes of this section, a high-quality transit corridor means a corridor with fixed route bus service with service intervals no longer than 15 minutes during peak commute hours.”

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc

4.1.3 Project Type Screening
Consistent with the OPR’s Technical Advisory, the City of San Marino has determined the following potential screening criteria for certain land development projects that may be presumed to result in a less than significant VMT impact as mentioned in the City’s adopted Resolution No. 20-18, Exhibit 2:
 Local-serving retail less than 50,000 square feet, including gas stations, banks, restaurants, shopping center.
 Local-serving K-12 schools, local parks, daycare centers, etc.  Local-serving hotels (e.g., non-destination hotels)
 Local-serving assembly uses (places of worship, community organizations)  Community institutions (public libraries, fire stations, local government)  Affordable, supportive, or transitional housing
 Assisted living facilities, senior housing
 Projects generating less than 110 daily vehicle trips  Public parking garages and public parking lots
As mentioned in the City’s Resolution and OPR’s Technical Advisory, local serving uses typically redistributes and reroutes local trips rather than create new trips. By adding local serving opportunities into the urban fabric and thereby improving destination proximity, local-serving projects tends to shorten trips and reduce VMT. It is also noted that lead agencies may presume such local-serving projects create a less than significant transportation impact. Similarly, the proposed San Marino Center Improvement project will serve the local population and is considered a community institution, thereby shortening travel distances and reducing VMT. Thus, the proposed project can be presumed to result in a less than significant VMT impact based on State guidance because it would reduce VMT by shortening trip lengths, similar to local-serving retail developments and local-serving projects.

The City’s VMT screening assessment worksheet is included in Appendix C. Therefore, the proposed project satisfies the criteria to be considered a local serving use and is screened out from further VMT analysis as it is presumed to cause less than significant transportation impacts.

4.1.4 Summary of Screening Conclusions
The City of San Marino has adopted three screening criteria which may be applied to screen proposed projects out of detailed VMT analysis. The project does not meet the criteria to be screened out of VMT analysis based on its location within a TPA. The project does, however, satisfy the criteria based on its location within a low VMT-generating area and based on the project land use type as a local serving use. Therefore, the project is screened out of further VMT analysis.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc

4.2 VMT Impact Conclusions
As described in Section 4.1.4, the project meets the criteria for a local serving project and is screened out of further VMT analysis. The screening criterion is based on the presumption that local serving projects will cause less than significant impacts. The project is also located within a low VMTgenerating area. Therefore, through satisfaction of the screening criteria, the project is determined to result in a less than significant transportation impact.

4.3 Active Transportation and Public Transit Analysis
A significant impact may also occur “if the project conflicts with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decreases the performance or safety of such facilities”. The following section provides a brief review of the City’s adopted policies, plans, and programs pertaining to active transportation and public transit analysis.

4.3.1 Adopted Policies, Plans, or Programs
The City’s Circulation Element (1995) and the Final General Plan (2003) sets forth actions and policies pertaining to accident and traffic safety, transit and public transportation, ensuring easy and convenient access to the regional facilities, bicycle routes and pedestrian facilities, among other things. Relevant adopted policies include:
• Objective L.8: Huntington Drive – Designate areas for commercial use on Huntington Drive consistent with existing commercial locations.
• Policy 12: Develop and implement neighborhood traffic control plans which will reduce the speed and volume of traffic on residential streets to acceptable levels. • Policy 17: Improve safety at school drop-off areas and employ appropriate traffic control measures in the vicinity of schools to maximize safety for school children walking or bicycling to/from school.
• Policy 18: The City shall work with public transit agencies to ensure that transit lines are routed on streets in accordance with the policies of [the] Circulation Element. • Policy 23: The City shall develop a bicycle plan which provides opportunities for safe, recreational bike usage and provides continuity between land uses in San Marino. • Policy 24: The City shall evaluate the sidewalk system throughout the City, in all neighborhoods, and where approval for sidewalk installation is provided by residents. • Policy 25: In areas of the City, where commercial or public facilities are located, the City shall implement measures to enhance the pedestrian and bicycle environment, to attempt to slow passing vehicular traffic, and to ensure handicapped accessibility in accordance with the requirements of the Americans with Disabilities Act.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
• Policy 26: Install pedestrian-activated signals, where appropriate, and crosswalks to provide safe, adequate pedestrian accessibility for shopping areas and residences. • Policy 36: The City shall encourage its residents and employees to utilize alternative modes of transportation such as buses, light rail transit, carpools, Dial-A-Ride vehicles, bicycles and walking and shall take measures to ensure that these alternate modes are available in the City. • Policy 37: The City shall encourage Transportation Demand Management programs as a mechanism to reduce parking demands in the City.

As mentioned previously, the 2014 Draft San Marino Bicycle and Pedestrian Plan includes objectives pertaining to programs that support bicycling, including programs that introduce and promote education, encouragement, and outreach, and encourage non-motorized travel to shops and restaurants. The Plan also provides specific recommendations including several options for providing bike lanes and improved pedestrian crossing markings along the entire length of Huntington Drive in order to promote walking and bicycling activities within the City. The San Marino Safe Routes to School Program (2012-2015) involved collaboration between the City and schools to improve the safety of students traveling to/from school with an increased focus on students and road safety.

4.3.2 Qualitative Impact Conclusions
The proposed project is not expected to result in a significant impact on active transportation or public transit in the vicinity of the project site. As described in Section 3.1 herein, the project site is planned to accommodate pedestrian and bicycle access via exclusive walkways which connect the site to the public sidewalks. The walkways minimize the extent of pedestrian and bicycle interaction with vehicles at the site and provide a comfortable, convenient, and safe environment which in turn can encourage use of active transportation modes. The project site is further planned to provide bicycle parking facilities for use by employees and the public. The proposed project is therefore found to be in alignment with the City’s Circulation Element and Final General Plan as well as the other Plans’ goals to promote pedestrian and bicycle safety and provide appropriate and supportive active multi-modal transportation infrastructure.

The proposed project is located adjacent to Huntington Drive, which is currently served by public bus transit service provided by Metro. As noted in Section 3.2, the project site is within walking distance from an existing bus stop located along Huntington Drive at West Drive. The proposed project is not expected to affect access or safety at the existing bus stops, nor is it expected to hinder public transit service along Huntington Drive. The proposed project is not expected to preclude the City from constructing bicycle facilities or pursuing bicycle network improvements along local roadways within the study area. Development of the proposed project will not prevent the City from completing any proposed transit, bicycle, or pedestrian facilities.

Since the proposed project is not found to result in conflicts with adopted policies, plans, or programs, nor is it expected to negatively affect the performance or safety of existing or planned

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
pedestrian, bicycle, or transit facilities, it is determined that the proposed project will have a less than significant impact on active transportation and public transit in the vicinity of the project site.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc

5.0 NON-CEQA ANALYSIS
The City of San Marino has established vehicle Level of Service (LOS) standards which local infrastructure will strive to maintain. The LOS standards apply to discretionary approvals of new land use projects. The following section presents the operational (i.e., Level of Service) analysis prepared for the proposed project pursuant to this requirement.

5.1 Analysis Methodology
In order to estimate the proposed project’s effect on intersection operations, a multi-step process has been utilized. The first step is trip generation, which estimates the total arriving and departing traffic volumes on a peak hour and daily basis. The second step of the forecasting process is trip distribution, which identifies the origins and destinations of inbound and outbound project traffic volumes. These origins and destinations are typically based on demographics and existing/anticipated travel patterns in the study area. The third step is traffic assignment, which involves the allocation of project traffic to study area streets and intersections. Traffic distribution patterns are indicated by general percentage orientation, while traffic assignment allocates specific volume forecasts to individual roadway links and intersection turning movements throughout the study area. The proposed project’s forecast trip generation, distribution, and assignment is presented in Section 2.8 herein. With the forecasting process complete and project traffic assignments developed, the effect of the proposed project is isolated by comparing operational conditions at the selected study intersections using existing and expected future traffic volumes without and with forecast project traffic.

Intersection analyses were prepared utilizing the Synchro 11 software package which implements the Highway Capacity Manual (HCM) operational method to determine delay values and corresponding Levels of Service (LOS) for the study intersections. For the HCM operational method of analysis, LOS for intersections is defined in terms of control delay, which is a measure of driver discomfort, frustration, fuel consumption, and lost travel time. The delay experienced by a motorist is made up of a number of factors that relate to control, geometries, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference travel time that would result during ideal conditions: in the absence of traffic control, in the absence of geometric delay, in the absence of any incidents, and when there are no other vehicles on the road.

The HCM signalized methodology calculates the control delay for each of the subject traffic movements and determines the LOS for each constrained movement. The control delay for any particular movement is a function of the capacity of the approach and the degree of saturation. The overall control delay is measured in seconds per vehicle and the LOS is then determined.

Intersection Levels of Service vary from LOS A (free flow condition) to LOS F (jammed condition).

The six qualitative categories of Level of Service have been defined along with the corresponding HCM control delay value range and are shown in Table 5-1. Detailed description of the HCM operations method and corresponding Levels of Service is also provided in Appendix D.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
TABLE 5-1

LEVEL OF SERVICE CRITERIA AND DELAY CHARACTERISTICS
Level of Service
(LOS)
Control Delay
(Sec/Veh) Level of Service Description
A ≤ 10
This level of service occurs when progression is extremely favorable and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay values.

B > 10 and ≤ 20 This level generally occurs with good progression, short cycle lengths, or both. More vehicles stop than with LOS A, causing higher levels of delay.

C > 20 and ≤ 35
These higher delays may result from fair progression, longer cycle lengths, or both. Individual cycle failures may begin to appear at this level. The number of vehicles stopping is significant at this level, though many still pass through the intersection without stopping.

D > 35 and ≤ 55
At LOS D, the influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths, or high v/c ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable.

E > 55 and ≤ 80
These high delay values generally indicate poor progression, long cycle lengths, and high v/c ratios. Individual cycle failures are frequent occurrences.

F > 80
This level, considered to be unacceptable to most drivers, often occurs with oversaturation, that is, when arrival flow rates exceed the capacity of the lane groups. It may also occur at high v/c ratios with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing factors to such delay levels.

5.2 Criteria for Non-CEQA Analysis
The relative effect of the added project traffic volumes to be generated by the proposed project during the weekday AM and PM peak hours was evaluated based on analysis of existing and future operating conditions at the study intersections, without and with the proposed project. The previously discussed capacity analysis procedures were utilized to evaluate the future v/c or delay relationships and service level characteristics at each study intersection. The effect of projectgenerated traffic at each study intersection was compared to the City of San Marino’s intersection LOS standards. According to the Citywide Traffic Circulation Study, the acceptable LOS for intersections in the City is LOS D or better as established in the City’s General Plan. It is assumed that the addition of project traffic to an intersection which results in the degradation of intersection operations from LOS D or better to LOS E or F operations is considered deficient and may require improvements.

5.3 Analysis Scenarios
In coordination with City staff, LOS calculations have been prepared for the following scenarios:
[a] Existing conditions.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
[b] Existing with project conditions.
[c] Condition [a] plus one percent (1.0%) per year annual ambient traffic growth through year 2023 and with completion and occupancy of the related projects (i.e., future without project conditions).
[d] Condition [c] with completion and occupancy of the proposed project. [e] Condition [d] with implementation of intersection improvement measures, if necessary.

The weekday AM and PM peak hour LOS analysis prepared for the study intersections using the HCM methodology is summarized in Table 5-2. The HCM data worksheets for the analyzed intersections are provided in Appendix D.

5.4 Existing Conditions

5.4.1 Existing Conditions
As indicated in column [1] of Table 5-2, three of the four study intersections are presently operating at LOS D or better during the weekday AM and PM peak hours under existing conditions. One of the study intersections (i.e., Sierra Madre Boulevard-San Marino Avenue/Huntington Drive) currently operates at LOS F during both the weekday AM and PM peak hours. The existing traffic volumes at the study intersections during the weekday AM and PM peak hours was previously displayed in Figures 3-4 and 3-5, respectively.

5.4.2 Existing With Project Conditions
As shown in column [2] of Table 5-2, three of the four intersections are expected to continue operating at LOS D or better during the weekday AM and PM peak hours under the existing with project conditions. The LOS and delays at the study intersections incrementally increase with the addition of project-generated traffic. One of the study intersections (i.e., Sierra Madre BoulevardSan Marino Avenue/Huntington Drive) will continue to operate at LOS F during both the weekday AM and PM peak hours with the addition of project traffic. The proposed project is not expected to cause any of the study intersections to operate at a deficient LOS, therefore no project-specific intersection improvements or project-specific transportation demand management measures are proposed or required. Figures 5-1 and 5-2 illustrate the existing with project traffic volumes at the study intersections during the weekday AM and PM peak hours, respectively.

5.5 Future Year 2024 Cumulative Conditions

5.5.1 Future Year 2024 Cumulative Without Project Conditions The future cumulative baseline conditions were forecast based on the addition of traffic generated by the completion and occupancy of the related projects, as well as the growth in traffic due to the combined effects of continuing development, intensification of existing developments and other factors (i.e., ambient growth). The LOS and delays at the study intersections are incrementally

Table 5-2

SUMMARY OF DELAYS AND LEVELS OF SERVICE

WEEKDAY AM AND PM PEAK HOURS
[1] [2] [3] [4]
YEAR 2021 YEAR 2023 YEAR 2023
YEAR 2021 EXISTING W/ CHANGE FUTURE FUTURE W/ CHANGE
EXISTING PROJECT IN SIGNIF. PRE-PROJECT PROJECT IN SIGNIF.

TRAFFIC PEAK DELAY LOS DELAY LOS DELAY IMPACT DELAY LOS DELAY LOS DELAY IMPACT NO. INTERSECTION CONTROL HOUR [a] [b] [a] [b] [(2)-(1)] [c] [a] [b] [a] [b] [(4)-(3)] [c] 1 Virginia Road/ Signalized AM 26.9 C 27.0 C 0.1 No 27.5 C 27.6 C 0.1 No Huntington Drive PM 20.8 C 20.9 C 0.1 No 21.3 C 21.4 C 0.1 No 2 Virginia Road/ All-Way AM 10.7 B 10.7 B 0.0 No 10.9 B 10.9 B 0.0 No Roanoke Road Stop PM 10.3 B 10.3 B 0.0 No 10.5 B 10.5 B 0.0 No 3 Cambridge Road-West Drive/ Signalized AM 41.7 D 43.7 D 2.0 No 42.5 D 44.8 D 2.3 No Huntington Drive PM 44.2 D 47.7 D 3.5 No 45.7 D 48.7 D 3.0 No 4 Sierra Madre Blvd-San Marino Ave/ Signalized AM 176.4 F 177.0 F 0.6 No 184.3 F 185.1 F 0.8 No Huntington Drive PM 152.7 F 154.0 F 1.3 No 162.5 F 164.4 F 1.9 No [a] Intersection analysis based on the Highway Capacity Manual, 6th Edition operational analysis methodologies. Reported control delay values in seconds per vehicle. [b] Intersection Levels of Service are based on the following criteria:

Signalized Intersection Unsignalized Intersection
Control Delay (s/veh) Control Delay (s/veh) LOS
<= 10 <= 10 A
> 10-20 > 10-15 B
> 20-35 > 15-25 C
> 35-55 > 25-35 D
> 55-80 > 35-50 E
> 80 > 50 F
[c] The acceptable LOS for intersections in the City is LOS D or better as established in the City's General Plan. The addition of project traffic to an intersection which results in the degradation of intersection operations from LOS D or better to LOS E or F is considered deficient.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
increased with the addition of ambient traffic and traffic generated by the related projects listed in Table 3-4. As presented in column [3] of Table 5-2, three of the study intersections are expected to operate at LOS D or better during the weekday AM and weekday PM peak hours with the addition of growth in ambient traffic and related projects traffic under the future without project conditions.

One of the study intersections (i.e., Sierra Madre Boulevard-San Marino Avenue/Huntington Drive) will continue to operate at LOS F during both the weekday AM and PM peak hours for the future cumulative without project condition. The future without project (existing, ambient growth and related projects) traffic volumes at the study intersections during the weekday AM and PM peak hours are presented in Figures 5-3 and 5-4, respectively.

5.5.2 Future Year 2024 Cumulative With Project Conditions As shown in column [4] of Table 5-2, three of the study intersections are expected to continue operating at LOS D or better under the future with project condition. One of the study intersections (i.e., Sierra Madre Boulevard-San Marino Avenue/Huntington Drive) is expected to continue to operate at LOS F during both the weekday AM and PM peak hours for the future with project condition. The LOS and delays at the study intersections incrementally increase with the addition of project-generated traffic. The proposed project is not expected to cause any of the study intersections to operate at a deficient LOS, therefore no project-specific intersection improvements or project-specific transportation demand management measures are proposed or required. The future with project (existing, ambient growth, related projects and project) traffic volumes at the study intersections during the weekday AM and PM peak hours are presented in Figures 5-5 and 5- 6, respectively.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc

6.0 SUMMARY AND CONCLUSIONS
• Project Description – The project site is located at 1800 Huntington Drive, along the south side of Huntington Drive west of West Drive in the City of San Marino, California. The proposed project consists of revitalizing and updating the existing San Marino Center (SMC) including rehabilitation of the building interior to include additional offices to accommodate six (6) City Recreation Department staff, optimization of the interior public gathering space, replacement of the heating/air conditioning, plumbing and electrical systems and light fixtures to current building code standards, renovation of the building and grounds for compliance with the Americans with Disabilities Act (ADA), and building façade similar to that of the adjacent buildings. The SMC building totals 10,832 gross square feet of building floor area. The project build-out and occupancy year is anticipated by the year 2023. • Project Site Access – Vehicular access to the project site is planned to be accommodated by two existing driveways on West Drive and two existing driveways on Huntington Drive. Pedestrian and bicycle access to the project site will be accommodated via exclusive walkways which connect from the public sidewalks to the facility.
• Project Parking – Parking for the San Marino Center exists on the west and south sides of the building, in the parking lot of the Henry E. Huntington Middle School, through a cooperative agreement with the San Marino Unified School District for use of up to 48 spaces for both the SMC and the Crowell Public Library. In 2019, the shared parking use agreement for nonexclusive use of the 48 spaces was renewed for a 10-year term. Given the review of the shared parking demand analysis and comparisons with the parking supply, it can be concluded that surpluses of 9 and 33 parking spaces are forecast to occur during peak weekday and weekend conditions, respectively, assuming that the 17 on-street spaces along Huntington Drive and West Drive along the library frontages are available for shared use. • Project Trip Generation – The proposed project is expected to generate 19 new vehicle trips (13 inbound trips and 6 outbound trips) during the weekday AM peak hour. During the weekday PM peak hour, the proposed project is expected to generate 25 new vehicle trips (12 inbound trips and 13 outbound trips). Over a 24-hour period, the proposed project is forecast to generate approximately 312 new daily trip ends (156 inbound trips and 156 outbound trips) during a typical weekday. For purposes of the LOS analysis for the non-CEQA transportation assessment, the ITE trip generation forecast was utilized as it was slightly higher when compared to that based on the site-specific programming data.
• CEQA Vehicle Miles Traveled Assessment – Consistent with the requirements of CEQA Guidelines Section 15064.3, the City of San Marino has adopted significance criteria for transportation impacts based on vehicle miles traveled for land use development projects. The City has also adopted three criteria for screening projects out of detailed VMT analysis. The proposed San Marino Center Improvement project meets the criteria to be screened out of VMT analysis as it will serve the local population and is considered a community institution, thereby

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project
O:\JOB_FILE\4416\report\4416-Rpt3.doc
shortening travel distances and reducing VMT. This screening criterion is based on the presumption that by adding opportunities into the urban fabric and improving destination proximity, local serving projects/developments tend to shorten trips and reduce VMT. The project is also located within a low VMT-generating area. Therefore, through satisfaction of the screening criteria, the proposed project is determined to have a less than significant transportation impact.
• CEQA Active Transportation and Public Transit Assessment – A significant impact may also occur “if the project conflicts with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decreases the performance or safety of such facilities”. The proposed project is found to be in alignment with the City’s Circulation Element, the Final General Plan, the 2014 Draft San Marino Bicycle and Pedestrian Plan, the San Marino Safe Routes to School Program, and the City of San Marino Huntington Drive Safe Streets Corridor Plan goals to promote pedestrian and bicycle safety and provide appropriate and supportive active transportation infrastructure. Further, development of the proposed project will not prevent the City from completing any proposed transit, bicycle, or pedestrian facilities. It is therefore determined that the proposed project will result in a less than significant impact on active transportation and public transit in the vicinity of the project site. • Non-CEQA Analysis – Four study intersections were reviewed for consistency with the City of San Marino’s adopted Level of Service (LOS) standards. The study intersections were evaluated using the City-approved Highway Capacity Manual (HCM) methodology to determine the LOS under existing, existing with project, and future without and with project conditions. Based on application of the City’s LOS standards, the proposed project is not required to identify or construct intersection improvements at any of the study intersections.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project

APPENDIX A

SHARED PARKING ANALYSIS WORKSHEETS

Appendix Table A-1

MIDDLE SCHOOL
WEEKDAY SHARED PARKING DEMAND ANALYSIS [1]
Land Use Middle School
Size 60 /Employees
Peak Pkg Rate[2] 1.40 /Employee
Weekday Pkg Rate[3] 1.40 /Employee
Gross Spaces 84 Spaces
Adjusted Gross 1.00 84 Spaces
Spaces[4] 26 Guest Spc. 58 Staff Spc. 42 Event Spc. Shared Time % Of # Of % Of # Of % Of # Of Parking
of Day Peak Spaces Peak Spaces Peak Spaces Demand
6:00 AM 0% 0 0% 0 0% 0 0
7:00 AM 1% 0 100% 58 0% 0 58
8:00 AM 20% 5 100% 58 0% 0 63
9:00 AM 60% 16 100% 58 0% 0 74
10:00 AM 100% 26 100% 58 0% 0 84
11:00 AM 45% 12 100% 58 0% 0 70
12:00 PM 15% 4 100% 58 0% 0 62
1:00 PM 45% 12 100% 58 0% 0 70
2:00 PM 95% 25 100% 58 0% 0 83
3:00 PM 45% 12 100% 58 100% 42 112
4:00 PM 15% 4 100% 58 100% 42 104
5:00 PM 10% 3 100% 58 100% 42 103
6:00 PM 5% 1 0% 0 100% 42 43
7:00 PM 2% 1 0% 0 50% 21 22
8:00 PM 1% 0 0% 0 50% 21 21
9:00 PM 0% 0 0% 0 25% 11 11
10:00 PM 0% 0 0% 0 0% 0 0
11:00 PM 0% 0 0% 0 0% 0 0
12:00 AM 0% 0 0% 0 0% 0 0
Notes:
[1] Source: "Shared Parking", Third Edition, Urban Land Institute, ICSC, and National Parking Association, 2020. [2] Peak parking rates based on the ITE Parking Generation Manual , 5th Edition, average peak period parking demand ratio for the middle school/junior high school (Land Use Code 522).
[3] The weekend parking ratio was assumed to be similar to the weekday given the various weekend activities held at the Huntington Middle School (i.e., sports classes/competitions, Chinese School, etc.) [4] Gross spaces not adjusted to reflect parking demand reduction due to captive market, internal capture, transit, and/or walk-in reduction.

Appendix Table A-1

MIDDLE SCHOOL
WEEKEND SHARED PARKING DEMAND ANALYSIS [1]
Land Use Middle School
Size 60 /Employees
Peak Pkg Rate[2] 1.40 /Employee
Weekend Pkg Rate[3] 1.40 /Employee
Gross Spaces 84 Spaces
Adjusted Gross 1.00 84 Spaces
Spaces[4] 0 Guest Spc. 0 Staff Spc. 84 Event Spc. Shared Time % Of # Of % Of # Of % Of # Of Parking
of Day Peak Spaces Peak Spaces Peak Spaces Demand
6:00 AM 0% 0 0% 0 0% 0 0
7:00 AM 0% 0 0% 0 50% 42 42
8:00 AM 0% 0 0% 0 100% 84 84
9:00 AM 0% 0 0% 0 100% 84 84
10:00 AM 0% 0 0% 0 100% 84 84
11:00 AM 0% 0 0% 0 100% 84 84
12:00 PM 0% 0 0% 0 75% 63 63
1:00 PM 0% 0 0% 0 75% 63 63
2:00 PM 0% 0 0% 0 75% 63 63
3:00 PM 0% 0 0% 0 75% 63 63
4:00 PM 0% 0 0% 0 75% 63 63
5:00 PM 0% 0 0% 0 75% 63 63
6:00 PM 0% 0 0% 0 75% 63 63
7:00 PM 0% 0 0% 0 75% 63 63
8:00 PM 0% 0 0% 0 50% 42 42
9:00 PM 0% 0 0% 0 0% 0 0
10:00 PM 0% 0 0% 0 0% 0 0
11:00 PM 0% 0 0% 0 0% 0 0
12:00 AM 0% 0 0% 0 0% 0 0
Notes:
[1] Source: "Shared Parking", Third Edition, Urban Land Institute, ICSC, and National Parking Association, 2020. [4] Gross spaces not adjusted to reflect parking demand reduction due to captive market, internal capture, transit, and/or walk-in reduction. [2] Peak parking rates based on the ITE Parking Generation Manual , 5th Edition, average peak period parking demand ratio for the middle school/junior high school (Land Use Code 522).
[3] The weekend parking ratio was assumed to be similar to the weekday given the various weekend activities held at the Huntington Middle School (i.e., sports classes/competitions, Chinese School, etc.)

Appendix Table A-2

COMMUNITY CENTER
WEEKDAY SHARED PARKING DEMAND ANALYSIS [1]
Land Use Community Center
Size 10.8 KSF
Peak Pkg Rate[2] 1.0 /350 SF
Weekday Pkg Rate[3] 1.0 /350 SF
Gross Spaces 43 Spaces
Adjusted Gross 1.00 43 Spaces
Spaces[4] 38 Visitor Spc. 5 Emp. Spc. Shared
Time % Of # Of % Of # Of Parking
of Day Peak[5] Spaces Peak[5] Spaces Demand
6:00 AM 0% 0 0% 0 0
7:00 AM 8% 3 8% 0 3
8:00 AM 41% 16 41% 2 18
9:00 AM 41% 16 41% 2 18
10:00 AM 91% 35 91% 5 40
11:00 AM 85% 32 85% 4 36
12:00 PM 52% 20 52% 3 23
1:00 PM 52% 20 52% 3 23
2:00 PM 33% 13 33% 2 15
3:00 PM 14% 5 14% 1 6
4:00 PM 14% 5 14% 1 6
5:00 PM 0% 0 0% 0 0
6:00 PM 44% 17 44% 2 19
7:00 PM 100% 38 100% 5 43
8:00 PM 100% 38 100% 5 43
9:00 PM 44% 17 44% 2 19
10:00 PM 44% 17 44% 2 19
11:00 PM 0% 0 0% 0 0
12:00 AM 0% 0 0% 0 0
Notes:
[1] Source: "Shared Parking", Third Edition, Urban Land Institute, ICSC, and National Parking Association, 2020.
[3] The weekday and weekend parking rates are based on the Code parking ratio for office use and no weekday vs. weekend parking variations are assumed in the base parking ratios. [2] Peak parking rates based on the City of San Marino Municipal Code off-street parking requirements.
[4] Gross spaces not adjusted to reflect parking demand reduction due to captive market, internal capture, transit, and/or walk-in reduction.
[5] The hourly parking profile was determined based on site-specific programming information for the weekday and weekend time periods as provided by the Project Applicant team.

Appendix Table A-2

COMMUNITY CENTER
WEEKEND SHARED PARKING DEMAND ANALYSIS [1]
Land Use Community Center
Size 10.8 KSF
Peak Pkg Rate[2] 1.0 /350 SF
Weekend Pkg Rate[3] 1.0 /350 SF
Gross Spaces 43 Spaces
Adjusted Gross 1.00 43 Spaces
Spaces[4] 39 Visitor Spc. 4 Emp. Spc. Shared
Time % Of # Of % Of # Of Parking
of Day Peak[5] Spaces Peak[5] Spaces Demand
6:00 AM 0% 0 0% 0 0
7:00 AM 0% 0 0% 0 0
8:00 AM 40% 16 40% 2 18
9:00 AM 48% 19 48% 2 21
10:00 AM 48% 19 48% 2 21
11:00 AM 48% 19 48% 2 21
12:00 PM 48% 19 48% 2 21
1:00 PM 48% 19 48% 2 21
2:00 PM 48% 19 48% 2 21
3:00 PM 40% 16 40% 2 18
4:00 PM 100% 39 100% 4 43
5:00 PM 100% 39 100% 4 43
6:00 PM 100% 39 100% 4 43
7:00 PM 100% 39 100% 4 43
8:00 PM 100% 39 100% 4 43
9:00 PM 100% 39 100% 4 43
10:00 PM 0% 0 0% 0 0
11:00 PM 0% 0 0% 0 0
12:00 AM 0% 0 0% 0 0
Notes:
[4] Gross spaces not adjusted to reflect parking demand reduction due to captive market, internal capture, transit, and/or walk-in reduction.
[3] The weekday and weekend parking rates are based on the Code parking ratio for office use and no weekday vs. weekend parking variations are assumed in the base parking ratios. [2] Peak parking rates based on the City of San Marino Municipal Code off-street parking requirements.
[1] Source: "Shared Parking", Third Edition, Urban Land Institute, ICSC, and National Parking Association, 2020.

Appendix Table A-3

LIBRARY
WEEKDAY SHARED PARKING DEMAND ANALYSIS [1]
Land Use Library
Size 33.9 KSF
Peak Pkg Rate[2] 2.25 /KSF
Weekday Pkg Rate[3] 2.25 /KSF
Gross Spaces 76 Spaces
Adjusted Gross 1.00 76 Spaces
Spaces[4] 68 Guest Spc. 8 Emp. Spc. Shared
Time % Of # Of % Of # Of Parking
of Day Peak Spaces Peak Spaces Demand
6:00 AM 0% 0 0% 0 0
7:00 AM 0% 0 10% 1 1
8:00 AM 0% 0 50% 4 4
9:00 AM 100% 68 100% 8 76
10:00 AM 100% 68 100% 8 76
11:00 AM 98% 67 100% 8 75
12:00 PM 98% 67 100% 8 75
1:00 PM 78% 53 100% 8 61
2:00 PM 72% 49 100% 8 57
3:00 PM 65% 44 100% 8 52
4:00 PM 70% 48 100% 8 56
5:00 PM 79% 54 90% 7 61
6:00 PM 60% 41 75% 6 47
7:00 PM 50% 34 50% 4 38
8:00 PM 40% 27 20% 2 29
9:00 PM 0% 0 10% 1 1
10:00 PM 0% 0 0% 0 0
11:00 PM 0% 0 0% 0 0
12:00 AM 0% 0 0% 0 0
Notes:
[1] Source: "Shared Parking", Third Edition, Urban Land Institute, ICSC, and National Parking Association, 2020.
[3] The weekday and weekend parking rates are based on the weekday vs. weekend parking variations as summarized in Figure 2-2 of the "Shared Parking" manual. [2] Peak parking rates based on the ULI Shared Parking base parking ratios for public library use as summarized in Figure 2-2.
[4] Gross spaces not adjusted to reflect parking demand reduction due to captive market, internal capture, transit, and/or walk-in reduction.

Appendix Table A-3

LIBRARY
WEEKEND SHARED PARKING DEMAND ANALYSIS [1]
Land Use Library
Size 33.9 KSF
Peak Pkg Rate[2] 2.25 /KSF
Weekend Pkg Rate[3] 2.10 /KSF
Gross Spaces 71 Spaces
Adjusted Gross 1.00 71 Spaces
Spaces[4] 64 Guest Spc. 7 Emp. Spc. Shared
Time % Of # Of % Of # Of Parking
of Day Peak Spaces Peak Spaces Demand
6:00 AM 0% 0 0% 0 0
7:00 AM 0% 0 0% 0 0
8:00 AM 0% 0 10% 1 1
9:00 AM 0% 0 50% 4 4
10:00 AM 100% 64 100% 7 71
11:00 AM 90% 58 100% 7 65
12:00 PM 80% 51 100% 7 58
1:00 PM 65% 42 100% 7 49
2:00 PM 50% 32 100% 7 39
3:00 PM 35% 22 50% 4 26
4:00 PM 11% 7 10% 1 8
5:00 PM 5% 3 10% 1 4
6:00 PM 5% 3 10% 1 4
7:00 PM 0% 0 10% 1 1
8:00 PM 0% 0 0% 0 0
9:00 PM 0% 0 0% 0 0
10:00 PM 0% 0 0% 0 0
11:00 PM 0% 0 0% 0 0
12:00 AM 0% 0 0% 0 0
Notes:
[4] Gross spaces not adjusted to reflect parking demand reduction due to captive market, internal capture, transit, and/or walk-in reduction.
[3] The weekday and weekend parking rates are based on the weekday vs. weekend parking variations as summarized in Figure 2-2 of the "Shared Parking" manual. [1] Source: "Shared Parking", Third Edition, Urban Land Institute, ICSC, and National Parking Association, 2020.
[2] Peak parking rates based on the ULI Shared Parking base parking ratios for public library use as summarized in Figure 2-2.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project

APPENDIX B

TRAFFIC, PEDESTRIAN, AND BICYCLE COUNT DATA

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
2 6
11 22
11 35
4 8
99 79
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.1% 0.75
TOTAL 0.9% 0.85
TH RT
WB 0.7% 0.86
NB 0.5% 0.78
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 1.3% 0.84

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd 15-min Total

UT LT TH RT
1 4 440 9 0 17
8 8 1 660 0
7:15 AM 0 7 197 3
7:00 AM 0 2 167 1 5 5 409 10 0 12 25 7 0
18 10 0 850 0
7:45 AM 0 9 325 7
10 0 12 59 12 0
736 0
7:30 AM 0 11 255 2 13 1 447
36 6 0 6 8 2
962 3,208
8:00 AM 0 15 232 4 18 15 376
18 9 380 12 0 21 72 46 0 44 13 6
35 6 474 22 0 21
12 20 3 803 3,351
8:15 AM 1 12 347 7
13 0 19 44 32 0
5 17 3 786 3,632
8:45 AM 0 6 248 3
14 0 16 43 21 0
1,081 3,696
8:30 AM 1 11 249 1 11 10 384
39 54 0 39 22 2
1 13 379 14 0 9 43 5 0 12 15 4 752 3,422
Count Total 2 73 2,020 28 102 63 3,289 144 113 21 6,630 0 Peak
Hour
All 1 47 1,159
104 0 127 361 183 0
13 0 0 0 2 0 0 1 1 0 33 0
11 3,696 0
HV 0 2 14 0 0 0
20 84 31 1,677 57 0 73 214 144 0 113 65
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 4% 1% 0% 0% 0% 1% 0% - 0% 1% 0% - 1% 2% 0% 1%
0 0
7:15 AM 2 6 0 0 8 1 0
0 0 0 3 0 2
West North South
7:00 AM 4 4 0 0 8 3
EB WB NB SB Total East
7:45 AM 5 2 0 1 8
0 1 0 5 0 6
2 7:30 AM 2 6 0 0 8 0 1 0
0 0 1 1 1 2
0 7
8:15 AM 6 3 0 1 10 0 0
0 1 0 2 0 4
11 0 10
8:00 AM 3 2 2 0 7 1
0 1 0 0 1 1
8:45 AM 3 4 0 0 7
0 0 0 1 1 2
25 8:30 AM 3 6 0 0 9 0 0 0
0 0 0 3 6 1
1 0 0 0 1 1 4 1 2
5 54
Peak Hour 16 13 2 2 33 1 2
Count Total 28 33 2 2 65 6 2 1 0 9 6 34
1 0 4 4 26 1 48
0 1
0 0
00 01
0 0
2 0
1 48
26 4
N
Virginia Rd
Huntington Dr
Huntington Dr
Virginia Rd
Huntington Dr Virginia Rd
TEV: 3,696
PHF: 0.85
11 65
113
189
318
0 57
1,677
31 1,849
1,500 84
214
144
73 116
431
0 20
1,159
47 1,227
1,762
1 Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd 15-min Total
Rolling
One Hour Eastbound Westbound
0 0 0 8 0
7:15 AM 0 0 2 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 4 0 0 0 4

UT LT TH RT UT LT
8 0
7:30 AM 0 0 2 0 0 0 6
0 0 4 2 0 0 0 0 0 0 0 0
0 0 2 0 0 0
0 0 0 8 0
7:45 AM 0 1 4 0
0 0 0 0 0 0
0 0 0 7 31
8:15 AM 0 0 6 0
0 0 0 2 0 0
8 32
8:00 AM 0 1 2 0 0 0 2
0 0 0 1 0 0
10 33
8:30 AM 0 0 3 0 0 0 6
0 0 3 0 0 0 0 0 0 0 1 0
0 0 4 0 0 0
0 0 0 9 34
8:45 AM 0 0 3 0
0 0 0 0 0 0
0 0 0 0 0 0 7 33
1 1 0 65 0
Peak Hour 0 2 14 0
Count Total 0 2 26 0 0 0 31 2 0 0 2 0 0
7:00 AM 3 0
RT
33 0
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd 15-min Total
Rolling
One Hour
0 0 13 0 0 0 2 0 0 1 1 0

LT TH RT RT LT TH RT
6 8:00 AM
0 0 0 1
1 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 1
1 0
0 1 0
0 3
8:45 AM
0 0 0 0
4 8:30 AM
0 0 0 0 0 0 0
2 5
8:15 AM
0 1 0
0 0 0
0 0 0
0 0 0
1 0 0 0 0 0 0 1 3
Peak Hour
Count Total 0 0
0 LT TH
0 1 0 0 0 0 4
0 1 0 0 9 0
0 0
0 0
0 2 1 0
0 0
0 1 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 1
0 0
0 0 0
0 0 0
0 0 1 0 0 2 0
1 4 1 0 2 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
23 19
10 3
4 4
2 5
70 15
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.3% 0.74
TOTAL 0.4% 0.94
TH RT
WB 0.3% 0.91
NB 0.0% 0.87
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.3% 0.90

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd 15-min Total

UT LT TH RT
1 7 312 13 0 5
36 60 6 807 0
4:15 PM 1 8 416 21
4:00 PM 1 7 373 10 0 9 261 9 0 4 22 9 0
23 76 9 878 0
4:45 PM 0 5 463 11
11 0 13 25 8 0
903 0
4:30 PM 1 12 396 9 7 11 277
15 10 0 32 58 4
923 3,511
5:00 PM 0 11 411 15 1 10 330
2 9 296 11 0 3 26 10 0 21 57 9
1 15 372 12 0 13
26 74 13 943 3,647
5:15 PM 0 5 405 14
7 0 8 28 9 0
32 71 7 943 3,835
5:45 PM 1 2 481 13
8 0 10 22 13 0
1,026 3,770
5:30 PM 2 2 418 12 3 12 331
27 10 0 40 94 18
2 12 320 12 0 7 16 10 0 21 47 4 948 3,860
Count Total 6 52 3,363 105 17 85 2,499 231 537 70 7,371 0 Peak
Hour
All 3 20 1,715
83 0 63 181 79 0
5 0 0 0 0 0 0 2 1 3 16 0
42 3,860 0
HV 0 0 4 1 0 0
54 7 49 1,353 39 0 38 93 42 0 119 286
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 0% 0% 2% 0% 0% 0% 0% - 0% 0% 0% - 2% 0% 7% 0%
1 10
4:15 PM 4 3 0 0 7 0 0
0 0 0 0 2 10
West North South
4:00 PM 3 3 0 2 8 0
EB WB NB SB Total East
4:45 PM 4 0 0 0 4
0 2 0 6 0 4
8 4:30 PM 2 6 0 1 9 2 0 0
0 1 1 2 9 0
0 3
5:15 PM 0 1 0 1 2 0 0
0 0 1 1 0 1
3 0 0
5:00 PM 0 1 0 1 2 0
1 0 0 0 1 0
5:45 PM 2 2 0 0 4
1 1 0 1 0 1
1 5:30 PM 3 1 0 4 8 0 0 0
0 0 0 1 1 1
0 0 0 0 0 4 0 0 1
2 28
Peak Hour 5 5 0 6 16 0 0
Count Total 18 17 0 9 44 3 0 0 3 6 9 31
0 2 2 5 3 1 6
0 0
0 0
20 00
0 0
0 0
1 6
3 5
N
Virginia Rd
Huntington Dr
Huntington Dr
Virginia Rd
Huntington Dr Virginia Rd
TEV: 3,860
PHF: 0.94
42 286
119
447
152
0 39
1,353
49 1,448
1,883 7
38 93
42 389
173
0 54
1,715
20 1,792
1,436
3 Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd 15-min Total
Rolling
One Hour Eastbound Westbound
1 1 0 8 0
4:15 PM 0 0 4 0
1 0 0 0 0 0
TH RT
4:00 PM 0 0 3 0 0 0 2

UT LT TH RT UT LT
7 0
4:30 PM 0 0 2 0 0 1 5
0 0 2 1 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1 0 9 0
4:45 PM 0 0 3 1
0 0 0 0 0 0
0 0 1 2 22
5:15 PM 0 0 0 0
0 0 0 0 0 0
4 28
5:00 PM 0 0 0 0 0 0 1
0 0 0 0 0 0
2 17
5:30 PM 0 0 3 0 0 0 1
0 0 1 0 0 0 0 0 0 0 0 1
0 0 2 0 0 0
2 1 1 8 16
5:45 PM 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0 4 16
3 3 3 44 0
Peak Hour 0 0 4 1
Count Total 0 0 16 2 0 1 14 2 0 0 0 0 0
4:00 PM 0 0
RT
16 0
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd 15-min Total
Rolling
One Hour
0 0 5 0 0 0 0 0 0 2 1 3

LT TH RT RT LT TH RT
4 5:00 PM
0 0 0 1
2 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 1 0 1
0 0
0 0 0
1 3
5:45 PM
0 0 0 0
4 5:30 PM
0 0 0 0 0 0 0
1 5
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 2
Peak Hour
Count Total 0 3
0 LT TH
0 0 0 0 2 0 2
0 0 0 0 6 0
1 0
0 0
0 0 0 0
0 0
0 0 0
2 LT TH
0 0 0 0 0 0 0 0
1 0 0
0 0
0 0 0
0 0 0
0 0 0 0 0 0 0
0 3 0 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 1 0
Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
6 8
8 12
13 53
18 9
127
86 WB - -
NB 0.5% 0.78
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.0% 0.69
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.0% 0.69
TOTAL 0.6% 0.83

UT LT TH RT UT LT TH RT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd 15-min
Total

UT LT TH RT
0 0 0 0 0 0
0 11 0 54 0
7:15 AM 0 3 0 0
7:00 AM 0 2 0 0 0 0 0 0 0 0 41 0 0
0 13 0 107 0
7:45 AM 0 8 0 1
0 0 0 91 0 0
71 0
7:30 AM 0 2 0 1 0 0 0
57 0 1 0 8 2
162 394
8:00 AM 0 6 0 2 0 0 0
0 0 0 0 0 1 133 0 0 0 18 1
0 0 0 0 0 0
0 27 2 135 475
8:15 AM 0 2 0 3
0 0 1 97 0 0
0 24 7 96 526
8:45 AM 0 1 0 2
0 0 2 60 0 0
133 537
8:30 AM 0 2 0 1 0 0 0
93 0 0 0 24 11
0 0 0 0 0 1 57 0 0 0 25 3 89 453
Count Total 0 26 0 10 0 0 0 0 150 26 847 0
Peak
Hour
All 0 18 0
0 0 5 629 0 1
0 0 0 0 2 0 0 0 1 0 3 0
14 537 0
HV 0 0 0 0 0 0
7 0 0 0 0 0 2 414 0 0 0 82
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% - 0% - - - - - 0% 0% - - - 1% 0% 1%
1 1
7:15 AM 0 0 0 0 0 0 0
0 0 1 1 3 1
West North South
7:00 AM 0 0 0 0 0 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 0 2 2 2 2
2 7:30 AM 0 0 0 0 0 0 0 0
0 0 0 4 0 2
0 5
8:15 AM 0 0 0 1 1 0 0
0 1 0 1 8 0
0 8 0
8:00 AM 0 0 2 0 2 0
0 0 0 0 0 4
8:45 AM 0 0 0 0 0
0 0 13 1 2 2
9 8:30 AM 0 0 0 0 0 0 0 0
0 0 0 34 1 9
0 0 0 0 0 4 0 0 5
24 26
Peak Hr 0 0 2 1 3 0 0
Count Total 0 0 2 1 3 0 0 1 1 2 72 5
1 0 1 48 3 19 16
0 0
0 0 0
1 19
16 3
48 N
Virginia Rd
Roanoke Rd
Virginia Rd
Virginia Rd
Roanoke Rd
TEV: 537
PHF: 0.83
1482 96
432
0 414
2 89
416
0 7
18 25
16 0
Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd 15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 0 0
7:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
0 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0
7:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 2 2
8:15 AM 0 0 0 0
0 0 0 2 0 0
0 0
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
1 3
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 0 0 0 0 0
0 0 0 0 3
8:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 3
0 1 0 3 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 2 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
3 0
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd 15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 0 0 2 0 0 0 1 0
1 0 1 0
7:15 AM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
7:00 AM 0 0 0 0
0 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
8:15 AM 0 0 0 0 0
0 0 0 0 1 1
1 8:00 AM 0 0 0 0 0 0 0 1
0 0 0 0 0 0
0 1
8:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 1
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 1
Count Total 0 0 0 0 0 0 0 1 0 1 0 2 0
Peak Hour 0 0 0 0 0 0 0 1 0 0 0 0 1 0
0 Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
7 10
4 1
1 0
2 1
26 6
WB - -
NB 0.0% 0.87
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 0.0% 0.56
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.8% 0.77
TOTAL 0.5% 0.80

UT LT TH RT UT LT TH RT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd 15-min
Total

UT LT TH RT
0 0 0 0 0 0
0 73 1 104 0
4:15 PM 0 3 0 2
4:00 PM 0 1 0 0 0 0 0 0 0 1 28 0 0
0 92 0 137 0
4:45 PM 0 1 0 3
0 0 1 43 0 0
125 0
4:30 PM 0 0 0 1 0 0 0
27 0 0 0 91 2
121 487
5:00 PM 0 1 0 0 0 0 0
0 0 0 0 0 1 38 0 0 0 75 3
0 0 0 0 0 0
0 94 0 138 521
5:15 PM 0 2 0 1
0 0 0 43 0 0
0 85 1 121 560
5:45 PM 0 0 0 2
0 0 1 33 0 0
180 576
5:30 PM 0 0 0 1 0 0 0
51 0 0 0 123 3
0 0 0 0 0 1 37 0 0 0 78 1 119 558
Count Total 0 8 0 10 0 0 0 0 711 11 1,045 0
Peak
Hour
All 0 4 0
0 0 5 300 0 0
0 0 0 0 0 0 0 0 3 0 3 0
6 576 0
HV 0 0 0 0 0 0
5 0 0 0 0 0 2 175 0 0 0 384
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% - 0% - - - - - 0% 0% - - - 1% 0% 1%
5 1
4:15 PM 0 0 0 1 1 0 0
0 0 0 1 0 1
West North South
4:00 PM 0 0 0 0 0 1
EB WB NB SB Total East
4:45 PM 0 0 0 1 1
0 0 0 2 1 1
3 4:30 PM 0 0 0 1 1 0 0 0
0 1 1 4 2 1
0 0
5:15 PM 0 0 0 0 0 0 0
0 0 1 1 1 0
1 0 0
5:00 PM 0 0 0 1 1 0
0 0 0 0 0 0
5:45 PM 0 0 0 1 1
1 1 0 1 0 1
0 5:30 PM 0 0 0 1 1 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 0 1
7 7
Peak Hr 0 0 0 3 3 0 0
Count Total 0 0 0 6 6 1 0 0 3 4 5 7
0 1 1 1 3 1 1
0 0
1 0 0
0 1
1 3
1 N
Virginia Rd
Roanoke Rd
Virginia Rd
Virginia Rd
Roanoke Rd
TEV: 576
PHF: 0.8
6384 390
179
0 175
2 389
177
0 5
4 9
8 0
Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd 15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 0 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
1 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 0 0 0 0 0
0 1 0 1 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
0 1 0 1 4
5:15 PM 0 0 0 0
0 0 0 0 0 0
1 3
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 3
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1 0 1 3
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 1 0 1 3
0 6 0 6 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
3 0
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd 15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 0 0 0 0 0 0 3 0
0 0 1 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
4:00 PM 0 0 1 0
0 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
1 1 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
5:15 PM 0 0 0 0 0
0 0 0 1 1 2
2 5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 2
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 0 1
5:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 2
Count Total 0 0 1 0 0 0 0 0 0 1 2 4 0
Peak Hour 0 0 0 0 0 0 0 0 0 0 0 1 1 0
0 Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
0 5
8 10
4 1
7 2
37 23
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.7% 0.44
TOTAL 0.7% 0.88
TH RT
WB 0.7% 0.96
NB 0.0% 0.79
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.9% 0.79

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd 15-min Total

UT LT TH RT
0 6 439 1 0 5
2 2 0 631 0
7:15 AM 1 2 173 1
7:00 AM 9 5 180 4 0 5 408 0 0 4 6 6 0
9 22 3 825 0
7:45 AM 20 11 407 16
1 0 11 15 19 0
645 0
7:30 AM 8 5 250 4 0 28 450
7 5 0 0 3 2
1,013 3,114
8:00 AM 7 8 246 13 2 19 449
0 32 401 2 0 6 19 16 0 15 68 0
0 6 441 2 0 13
7 4 4 793 3,276
8:15 AM 35 22 350 28
4 0 13 12 5 0
9 5 2 791 3,522
8:45 AM 1 2 259 9
0 0 16 11 12 0
925 3,556
8:30 AM 18 7 312 12 0 16 371
7 6 0 6 8 1
0 8 397 2 0 8 12 6 0 7 5 0 716 3,225
Count Total 99 62 2,177 87 2 120 3,356 55 117 12 6,339 0 Peak
Hour
All 70 46 1,253
12 0 76 89 75 0
12 0 0 0 0 0 0 1 0 0 26 0
8 3,556 0
HV 0 0 13 0 0 0
61 2 85 1,741 9 0 43 53 46 0 37 102
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 0% 1% 0% 0% 0% 1% 0% - 0% 0% 0% - 3% 0% 0% 1%
0 0
7:15 AM 4 3 0 0 7 0 0
0 0 0 1 0 0
West North South
7:00 AM 4 5 0 0 9 1
EB WB NB SB Total East
7:45 AM 6 3 0 0 9
0 2 2 3 0 3
5 7:30 AM 1 5 0 0 6 0 1 1
1 0 1 0 0 0
0 4
8:15 AM 4 3 0 1 8 0 0
0 0 0 0 0 0
4 2 4
8:00 AM 2 1 0 0 3 0
1 1 1 0 3 0
8:45 AM 3 3 1 0 7
0 0 1 2 0 4
1 8:30 AM 5 6 0 0 11 0 0 0
1 0 1 0 0 0
0 0 0 0 0 2 0 0 0
2 21
Peak Hour 13 12 0 1 26 1 2
Count Total 29 29 1 1 60 2 2 4 0 8 5 9
3 0 6 2 7 2 12
0 1
0 0
00 02
1 0
2 0
2 12
7 2
N
West Dr
Huntington Dr
Huntington Dr
West Dr
Huntington Dr Cambridge Rd
TEV: 3,556
PHF: 0.88
8 102
37 147
108
0 9
1,741
85 1,837
1,338 2
43 53
46 248
142
0 61
1,253
46 1,430
1,862
70 Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd 15-min Total
Rolling
One Hour Eastbound Westbound
0 0 0 9 0
7:15 AM 0 0 4 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 4 0 0 0 5

UT LT TH RT UT LT
7 0
7:30 AM 0 0 1 0 0 0 5
0 0 3 0 0 0 0 0 0 0 0 0
0 0 3 0 0 0
0 0 0 6 0
7:45 AM 0 0 6 0
0 0 0 0 0 0
0 0 0 3 25
8:15 AM 0 0 4 0
0 0 0 0 0 0
9 31
8:00 AM 0 0 2 0 0 0 1
0 0 0 0 0 0
8 26
8:30 AM 0 0 5 0 0 0 6
0 0 3 0 0 0 0 0 0 1 0 0
0 0 3 0 0 0
0 0 0 11 31
8:45 AM 0 0 3 0
0 0 0 0 0 0
0 1 0 0 0 0 7 29
1 0 0 60 0
Peak Hour 0 0 13 0
Count Total 0 0 29 0 0 0 29 0 0 0 0 1 0
7:00 AM 1 0
RT
26 0
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd 15-min Total
Rolling
One Hour
0 0 12 0 0 0 0 0 0 1 0 0

LT TH RT RT LT TH RT
7 8:00 AM
0 0 1 3
2 0
7:45 AM
0 1 0 0
0 7:30 AM
7:15 AM 0 0 1 0 0 0 0 1
1 0
0 1 0
0 4
8:45 AM
0 0 0 0
6 8:30 AM
0 1 0 0 0 0 1
0 6
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 1
Peak Hour
Count Total 0 0
0 LT TH
0 2 1 0 0 0 6
0 3 1 0 8 0
0 0
0 0
0 1 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
1 0 0
0 0
0 0 0
0 0 0
0 0 1 0 0 2 0
0 2 0 0 2 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
4 5
3 5
1 5
3 4
30 13
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.86
TOTAL 0.5% 0.96
TH RT
WB 0.3% 0.89
NB 0.0% 0.84
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.7% 0.90

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd 15-min Total

UT LT TH RT
1 24 324 2 0 5
9 7 3 752 0
4:15 PM 4 1 454 7
4:00 PM 2 7 394 10 4 14 269 1 0 10 9 13 0
17 11 0 820 0
4:45 PM 10 2 466 12
0 0 15 8 15 0
869 0
4:30 PM 0 4 428 7 3 28 284
8 16 0 13 10 0
898 3,339
5:00 PM 8 8 443 13 1 37 307
0 25 312 1 0 15 8 18 0 15 13 1
0 40 375 3 0 6
17 19 0 899 3,486
5:15 PM 0 5 420 8
0 0 16 6 24 0
22 14 3 977 3,711
5:45 PM 10 5 516 13
1 0 5 10 25 0
937 3,554
5:30 PM 2 2 490 9 3 30 361
15 18 0 20 23 4
0 27 296 0 0 7 7 16 0 20 18 1 936 3,749
Count Total 36 34 3,611 79 12 225 2,528 133 115 12 7,088 0 Peak
Hour
All 20 20 1,869
8 0 79 71 145 0
4 0 0 0 0 0 0 0 0 0 18 0
8 3,749 0
HV 0 0 12 1 0 1
43 4 134 1,339 4 0 34 38 83 0 79 74
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 0% 1% 2% 0% 1% 0% 0% - 0% 0% 0% - 0% 0% 0% 0%
0 3
4:15 PM 4 3 0 0 7 0 0
1 0 0 1 0 1
West North South
4:00 PM 5 3 0 0 8 0
EB WB NB SB Total East
4:45 PM 1 0 0 0 1
0 1 0 0 0 3
5 4:30 PM 2 6 0 0 8 1 0 0
0 0 0 0 0 0
0 1
5:15 PM 3 1 0 0 4 1 0
0 0 0 1 0 0
1 1 3
5:00 PM 3 2 0 0 5 1
0 0 0 0 0 0
5:45 PM 2 1 0 0 3
0 0 2 0 0 1
0 5:30 PM 5 1 0 0 6 0 0 0
0 0 1 0 3 2
0 0 0 0 0 0 0 0 4
3 20
Peak Hour 13 5 0 0 18 2 0
Count Total 25 17 0 0 42 3 1 0 0 4 2 5
0 0 2 2 3 2 6
0 2
0 0
00 00
0 0
0 0
2 6
3 2
N
West Dr
Huntington Dr
Huntington Dr
West Dr
Huntington Dr Cambridge Rd
TEV: 3,749
PHF: 0.96
8 74
79 161
62 0
4 1,339
134
1,481
2,035 4
34 38
83 251
155
0 43
1,869
20 1,952
1,401
20 Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd 15-min Total
Rolling
One Hour Eastbound Westbound
0 0 0 8 0
4:15 PM 0 0 4 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 5 0 0 0 3

UT LT TH RT UT LT
7 0
4:30 PM 0 0 2 0 0 0 6
0 0 3 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 8 0
4:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 0 5 21
5:15 PM 0 0 3 0
0 0 0 0 0 0
1 24
5:00 PM 0 0 3 0 0 1 1
0 0 0 0 0 0
4 18
5:30 PM 0 0 5 0 0 0 1
0 0 1 0 0 0 0 0 0 0 0 0
0 0 1 0 0 0
0 0 0 6 16
5:45 PM 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0 3 18
0 0 0 42 0
Peak Hour 0 0 12 1
Count Total 0 0 24 1 0 1 16 0 0 0 0 0 0
4:00 PM 1 0
RT
18 0
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd 15-min Total
Rolling
One Hour
0 1 4 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
2 5:00 PM
0 0 0 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
0 2
5:45 PM
0 0 0 0
3 5:30 PM
0 0 0 0 0 0 1
1 2
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 2
Peak Hour
Count Total 0 0
0 LT TH
0 0 0 0 0 0 2
0 0 0 0 4 0
0 0
0 0
0 0 0 0
0 0
0 0 0
1 LT TH
1 0 0 0 0 0 0 0
0 0 1
0 0
0 0 0
0 0 0
0 0 2 0 0 0 0
0 3 0 0 1 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
7 7
10 15
10 6
1 2
58 32
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.4% 0.93
TOTAL 0.8% 0.93
TH RT
WB 1.0% 0.91
NB 0.6% 0.98
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.9% 0.80

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total

UT LT TH RT
0 7 319 11 0 28
4 33 77 787 0
7:15 AM 4 77 85 3
7:00 AM 3 66 106 3 4 4 368 11 0 26 78 4 0
13 43 113 1,012 0
7:45 AM 3 127 289 13
16 0 27 105 6 0
791 0
7:30 AM 3 86 175 2 0 3 420
93 4 0 2 54 104
1,137 3,727
8:00 AM 2 92 184 11 1 4 357
1 7 298 16 0 36 125 3 0 18 70 131
2 3 351 20 0 30
23 56 112 1,013 3,953
8:15 AM 3 116 180 9
14 0 40 108 9 0
16 76 117 1,024 4,214
8:45 AM 3 82 195 6
15 0 29 127 9 0
1,040 4,202
8:30 AM 3 128 215 14 0 6 269
122 6 0 21 67 110
3 8 346 17 0 26 87 6 0 20 52 91 942 4,019
Count Total 24 774 1,429 61 11 42 2,728 117 451 855 7,746 0 Peak
Hour
All 11 463 868
120 0 242 845 47 0
12 0 0 1 3 0 0 0 1 2 32 0
470 4,214 0
HV 0 4 8 0 0 1
47 4 20 1,275 65 0 135 482 27 0 78 269
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 1% 1% 0% 0% 5% 1% 0% - 1% 1% 0% - 0% 0% 0% 1%
3 1
7:15 AM 4 3 2 3 12 0 0
0 0 0 0 2 1
West North South
7:00 AM 4 8 1 2 15 0
EB WB NB SB Total East
7:45 AM 4 3 0 0 7
0 0 3 2 3 2
3 7:30 AM 0 7 2 1 10 0 0 0
0 0 0 2 0 2
6 2
8:15 AM 3 2 1 2 8 0 1
0 0 0 0 0 2
3 8 1
8:00 AM 3 2 1 0 6 0
0 1 0 0 1 3
8:45 AM 2 6 0 2 10
0 0 0 0 1 0
1 8:30 AM 2 6 2 1 11 0 0 0
0 0 1 2 1 2
0 0 0 0 0 1 0 1 0
26 10
Peak Hour 12 13 4 3 32 0 2
Count Total 22 37 9 11 79 0 2 0 0 2 13 9
0 0 2 5 6 17 4
0 0
0 0
00 00
0 0
1 1
17 4
6 5
N
San Marino Ave
Huntington Dr
Huntington Dr
San Marino Ave
Huntington Dr San Marino Ave
TEV: 4,214
PHF: 0.93
470
269
78 817
1,010
0 65
1,275
20 1,364
977
4 27
135
482
336
644
0 47
868
463
1,389
1,891
11 Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total
Rolling
One Hour Eastbound Westbound
0 1 1 15 0
7:15 AM 0 1 3 0
2 0 0 1 0 0
TH RT
7:00 AM 0 3 1 0 0 0 6

UT LT TH RT UT LT
12 0
7:30 AM 0 0 0 0 0 0 7
0 0 3 0 0 1 1 0 0 1 2 0
0 0 3 0 0 0
0 0 1 10 0
7:45 AM 0 2 2 0
0 0 0 2 0 0
0 0 0 6 35
8:15 AM 0 1 2 0
0 0 1 0 0 0
7 44
8:00 AM 0 1 2 0 0 0 2
0 0 0 0 0 0
8 31
8:30 AM 0 0 2 0 0 1 5
0 0 2 0 0 0 1 0 0 0 1 1
0 0 6 0 0 0
0 0 1 11 32
8:45 AM 0 1 1 0
0 0 0 2 0 0
0 0 0 0 1 1 10 35
1 5 5 79 0
Peak Hour 0 4 8 0
Count Total 0 9 13 0 0 1 34 2 0 2 7 0 0
7:00 AM 0 0
RT
32 0
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total
Rolling
One Hour
0 1 12 0 0 1 3 0 0 0 1 2

LT TH RT RT LT TH RT
1 8:00 AM
0 0 0 1
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 1 0
0 2
8:45 AM
0 0 0 0
2 8:30 AM
0 0 0 0 0 0 1
0 1
8:15 AM
0 0 0
0 0 0
0 0 0
1 0 0
0 0 0 0 0 0 0 0 1
Peak Hour
Count Total 0 0
0 LT TH
0 0 0 0 0 0 2
0 0 0 0 2 0
0 0
0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 0 0 0 1 1 0
0 0 0 1 1 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
10 14
5 5
12 6
5 4
61 27
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.3% 0.90
TOTAL 0.4% 0.98
TH RT
WB 0.5% 0.97
NB 0.0% 0.88
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.6% 0.96

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total

UT LT TH RT
1 7 236 19 0 21
35 135 106 968 0
4:15 PM 1 66 333 18
4:00 PM 8 99 293 10 1 14 166 17 0 17 53 14 0
52 123 75 1,071 0
4:45 PM 7 109 320 14
10 0 12 60 9 0
1,063 0
4:30 PM 4 103 367 20 4 11 221
61 6 0 47 150 97
1,097 4,199
5:00 PM 2 89 375 17 1 8 223
2 11 227 16 0 17 65 14 0 63 136 96
1 11 254 12 0 11
48 144 116 1,131 4,362
5:15 PM 8 102 309 21
20 0 13 62 13 0
54 124 103 1,155 4,511
5:45 PM 7 114 360 14
15 0 12 75 22 0
1,128 4,427
5:30 PM 7 102 364 13 1 11 252
68 9 0 44 158 120
3 9 254 10 0 12 60 25 0 40 103 101 1,112 4,526
Count Total 44 784 2,721 127 14 82 1,833 383 1,073 814 8,725 0 Peak
Hour
All 24 407 1,408
119 0 115 504 112 0
5 0 0 0 0 0 0 1 0 3 20 0
440 4,526 0
HV 1 0 10 0 0 0
65 6 39 983 57 0 48 265 69 0 186 529
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 4% 0% 1% 0% 0% 0% 1% 0% - 0% 0% 0% - 1% 0% 1% 0%
6 1
4:15 PM 3 4 1 2 10 0 0
0 0 0 0 3 0
West North South
4:00 PM 5 4 1 1 11 0
EB WB NB SB Total East
4:45 PM 1 1 0 1 3
0 0 0 3 2 0
0 4:30 PM 3 3 0 2 8 0 0 0
0 0 0 2 3 9
4 2
5:15 PM 1 1 0 2 4 0 0
0 0 1 1 2 4
1 2 2
5:00 PM 4 0 0 2 6 0
0 0 1 1 2 0
5:45 PM 2 2 0 0 4
0 0 1 1 2 1
2 5:30 PM 4 2 0 0 6 0 0 0
0 0 0 2 1 1
0 1 0 0 1 1 0 1 2
27 10
Peak Hour 11 5 0 4 20 0 1
Count Total 23 17 2 10 52 0 1 1 2 4 11 13
0 1 2 6 6 8 7
0 0
0 0
10 00
0 0
1 0
8 7
6 6
N
San Marino Ave
Huntington Dr
Huntington Dr
San Marino Ave
Huntington Dr San Marino Ave
TEV: 4,526
PHF: 0.98
440
529
186
1,155
729
0 57
983
39 1,085
1,669 6
69 265
48 633
382
0 65
1,408
407
1,904
1,495
24 Project Manager: (415) 310-6469 [email protected]

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total
Rolling
One Hour Eastbound Westbound
0 1 0 11 0
4:15 PM 0 1 2 0
0 0 0 0 1 0
TH RT
4:00 PM 0 1 3 1 0 0 4

UT LT TH RT UT LT
10 0
4:30 PM 0 0 3 0 0 1 2
1 0 3 0 0 0 1 0 0 1 0 1
0 0 1 0 0 0
2 0 0 8 0
4:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 2 6 27
5:15 PM 0 0 1 0
0 0 0 0 0 0
3 32
5:00 PM 0 0 4 0 0 0 0
0 0 0 0 1 0
4 21
5:30 PM 0 0 4 0 0 0 2
0 0 1 0 0 0 0 0 0 1 0 1
0 0 2 0 0 0
0 0 0 6 19
5:45 PM 1 0 1 0
0 0 0 0 0 0
0 0 0 0 0 0 4 20
4 2 4 52 0
Peak Hour 1 0 10 0
Count Total 1 2 19 1 1 1 15 0 0 0 1 1 0
4:00 PM 0 0
RT
20 0
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total
Rolling
One Hour
0 0 5 0 0 0 0 0 0 1 0 3

LT TH RT RT LT TH RT
2 5:00 PM
0 1 0 2
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
0 3
5:45 PM
0 0 0 0
3 5:30 PM
0 0 0 0 0 0 0
1 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 1 2
Peak Hour
Count Total 0 2
0 LT TH
0 0 0 0 1 0 2
0 1 0 0 4 0
0 0
0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 0 0 0 0 1 0
0 0 0 0 1 0
0 0 0
0 1 0
0 0
0 1 0
0 1 0
Project Manager: (415) 310-6469 [email protected]

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project

APPENDIX C

SAN GABRIEL VALLEY COG VEHICLE MILES

TRAVELED EVALUATION TOOL SCREENING

WORKSHEETS

SGVCOG VMT Evaluation Tool Report

Project Details
Timestamp of Analysis: August 30, 2021, 11:05:15 AM
Project Name: San Marino Center Improvement Project
Project Description: The proposed project consists of
revitalizing and updating the existing San
Marino Center (SMC) building facade
similar to that of the adjacent buildings.

Project Location
Jurisdiction:

San Marino
Inside a TPA?
No (Fail)

APN TAZ
5334-024-903 22139300
Analysis Details
Data Version: SCAG Regional Travel Demand Model
2016 RTP Base Year 2012
Analysis Methodology: TAZ
Baseline Year: 2021
Project Land Use
Residential:

Single Family DU:

Multifamily DU:

Total DUs: 0
Non-Residential:

OKce wSF:

Local Serving Retail wSF:

Industrial wSF:

Residential Affordability (percent of all units):

Extremely Lo% Income: 0 k
Very Lo% Income: 0 k
Lo% Income: 0 k
ParWing:

Motor Vehicle ParWing:

Bicycle ParWing:

SGVCOG VMT Evaluation Tool Report

OKce Vehicle Miles Traveled (VMT) Screening Results
Land Use Type 1: OKce
VMT /ithout Project 1: Total VMT per Service Population VMT Baseline Description 1: SGVCOG Average
VMT Baseline Value 1: 35.02
VMT Threshold Description 1: -15k
Land Use 1 has been Pre-Screened by the Local Jurisdiction: N&A /ithout Project /ith Project 7 Tier 1-3 VMT
Reductions
/ith Project 7 All VMT Reductions
Project Generated Vehicle Miles
Traveled (VMT) Rate
2E.95 null null
Lo% VMT Screening Analysis Yes (Pass) null null

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-21-4416-1 San Marino Center Improvement Project

APPENDIX D

HCM AND LEVELS OF SERVICE EXPLANATION
HCM DATA WORKSHEETS – WEEKDAY AM AND PM PEAK
HOURS

LEVEL OF SERVICE FOR SIGNALIZED INTERSECTIONS
In the Highway Capacity Manual (HCM), published by the Transportation Research Board, 2000, level of service for signalized intersections is defined in terms of delay, which is a measure of driver discomfort, frustration, fuel consumption, and increased travel time. The delay experienced by a motorist is made up of a number of factors that relate to control, geometrics, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference travel time that would result during base conditions: in the absence of traffic control, in the absence of geometric delay, in the absence of incidents, and when there are no other vehicles on the road. Only the portion of total delay attributed to the control facility is quantified. This delay is called control delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay.

Level of Service criteria for traffic signals are stated in terms of the average control delay per vehicle. Delay is a complex measure and is dependent on a number of variables, including the quality of progression, the cycle length, the green ratio, and the v/c ratio for the lane group in question.

Level of Service Criteria for Signalized Intersections
Level of Service Control Delay (Sec/Veh)
A ≤ 10
B > 10 and ≤ 20
C > 20 and ≤ 35
D > 35 and ≤ 55
E > 55 and ≤ 80
F > 80
Level of Service (LOS) values are used to describe intersection operations with service levels varying from LOS A (free flow) to LOS F (jammed condition). The following descriptions summarize HCM criteria for each level of service:

LOS A describes operations with very low control delay, up to 10 seconds per vehicle. This level of service occurs when progression is extremely favorable and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay values.

LOS B describes operations with control delay greater than 10 and up to 20 seconds per vehicle. This level generally occurs with good progression, short cycle lengths, or both. More vehicles stop than with LOS A, causing higher levels of delay.

LOS C describes operations with control delay greater than 20 and up to 35 seconds per vehicle. These higher delays may result from fair progression, longer cycle lengths, or both. Individual cycle failures may begin to appear at this level. The number of vehicles stopping is significant at this level, though many still pass through the intersection without stopping.

LOS D describes operations with control delay greater than 35 and up to 55 seconds per vehicle. At LOS D, the influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths, or high v/c ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable.

LOS E describes operations with control delay greater than 55 and up to 80 seconds per vehicle. This level is considered by many agencies to be the limit of acceptable delay. These high delay values generally indicate poor progression, long cycle lengths, and high v/c ratios. Individual cycle failures are frequent occurrences.

LOS F describes operations with control delay in excess of 80 seconds per vehicle. This level, considered to be unacceptable to most drivers, often occurs with oversaturation, that is, when arrival flow rates exceed the capacity of the lane groups. It may also occur at high v/c ratios with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing factors to such delay levels.

HCM 6th Signalized Intersection Summary Existing Conditions 1: Virginia Rd & Huntington Dr Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 1182 20 117 1711 58 74 218 147 115 66 11 Future Volume (veh/h) 49 1182 20 117 1711 58 74 218 147 115 66 11 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 1285 22 127 1860 63 80 237 160 125 72 12 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 68 2839 49 119 2930 99 350 469 398 200 469 398 Arrive On Green 0.04 0.55 0.55 0.07 0.58 0.58 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1781 5170 89 1781 5072 172 1314 1870 1585 987 1870 1585 Grp Volume(v), veh/h 53 846 461 127 1248 675 80 237 160 125 72 12 Grp Sat Flow(s),veh/h/ln 1781 1702 1854 1781 1702 1839 1314 1870 1585 987 1870 1585 Q Serve(g_s), s 3.5 17.9 17.9 8.0 29.3 29.4 6.1 13.0 10.1 14.9 3.6 0.7 Cycle Q Clear(g_c), s 3.5 17.9 17.9 8.0 29.3 29.4 9.7 13.0 10.1 28.0 3.6 0.7 Prop In Lane 1.00 0.05 1.00 0.09 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 68 1870 1018 119 1966 1062 350 469 398 200 469 398 V/C Ratio(X) 0.78 0.45 0.45 1.07 0.63 0.64 0.23 0.51 0.40 0.62 0.15 0.03 Avail Cap(c_a), veh/h 119 1870 1018 119 1966 1062 524 717 608 331 717 608 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.2 16.2 16.2 56.0 16.9 16.9 38.8 38.6 37.5 50.6 35.0 33.9 Incr Delay (d2), s/veh 6.9 0.8 1.5 102.5 1.6 2.9 0.1 0.3 0.2 1.2 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 3.1 11.4 12.4 11.5 17.0 18.7 3.6 10.1 7.1 6.7 3.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.1 17.0 17.7 158.5 18.5 19.8 38.9 38.9 37.7 51.7 35.1 33.9 LnGrp LOS E B B F B B DDDDDC
Approach Vol, veh/h 1360 2050 477 209
Approach Delay, s/veh 19.1 27.6 38.5 45.0
Approach LOS B C D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.6 74.3 37.1 12.0 70.9 37.1
Change Period (Y+Rc), s 4.0 5.0 7.0 4.0 5.0 7.0
Max Green Setting (Gmax), s 8.0 50.0 46.0 8.0 50.0 46.0 Max Q Clear Time (g_c+I1), s 5.5 31.4 15.0 10.0 19.9 30.0 Green Ext Time (p_c), s 0.0 3.0 0.2 0.0 1.8 0.1
Intersection Summary
HCM 6th Ctrl Delay 26.9
HCM 6th LOS C

HCM 6th Signalized Intersection Summary Existing Conditions 1: Virginia Rd & Huntington Dr Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 1749 55 57 1380 40 39 95 43 121 292 43 Future Volume (veh/h) 23 1749 55 57 1380 40 39 95 43 121 292 43 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 1901 60 62 1500 43 42 103 47 132 317 47 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 42 3073 97 80 3191 91 119 407 345 273 407 345 Arrive On Green 0.02 0.60 0.60 0.04 0.63 0.63 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 5085 160 1781 5102 146 1018 1870 1585 1237 1870 1585 Grp Volume(v), veh/h 25 1272 689 62 1001 542 42 103 47 132 317 47 Grp Sat Flow(s),veh/h/ln 1781 1702 1842 1781 1702 1844 1018 1870 1585 1237 1870 1585 Q Serve(g_s), s 1.7 28.3 28.4 4.1 18.7 18.7 4.9 5.5 2.9 11.9 19.2 2.9 Cycle Q Clear(g_c), s 1.7 28.3 28.4 4.1 18.7 18.7 24.0 5.5 2.9 17.3 19.2 2.9 Prop In Lane 1.00 0.09 1.00 0.08 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 42 2057 1113 80 2129 1153 119 407 345 273 407 345 V/C Ratio(X) 0.60 0.62 0.62 0.78 0.47 0.47 0.35 0.25 0.14 0.48 0.78 0.14 Avail Cap(c_a), veh/h 119 2057 1113 119 2129 1153 288 717 608 478 717 608 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.0 15.0 15.0 56.7 11.9 11.9 55.5 38.9 37.8 46.0 44.2 37.8 Incr Delay (d2), s/veh 4.9 1.4 2.6 8.9 0.7 1.4 0.7 0.1 0.1 0.5 1.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 1.5 16.3 17.8 3.7 11.4 12.4 2.3 4.6 2.0 6.6 13.9 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.9 16.4 17.6 65.6 12.7 13.3 56.2 39.0 37.9 46.5 45.4 37.9 LnGrp LOS E B B E B B E DDDDD
Approach Vol, veh/h 1986 1605 192 496
Approach Delay, s/veh 17.4 14.9 42.5 45.0
Approach LOS B B D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 80.0 33.1 9.4 77.5 33.1
Change Period (Y+Rc), s 4.0 5.0 7.0 4.0 5.0 7.0
Max Green Setting (Gmax), s 8.0 50.0 46.0 8.0 50.0 46.0 Max Q Clear Time (g_c+I1), s 3.7 20.7 26.0 6.1 30.4 21.2 Green Ext Time (p_c), s 0.0 2.3 0.1 0.0 3.1 0.3
Intersection Summary
HCM 6th Ctrl Delay 20.8
HCM 6th LOS C

HCM 6th Signalized Intersection Summary Existing + Project Conditions 1: Virginia Rd & Huntington Dr Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 1185 20 117 1713 58 74 218 148 116 66 11 Future Volume (veh/h) 49 1185 20 117 1713 58 74 218 148 116 66 11 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 1288 22 127 1862 63 80 237 161 126 72 12 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 68 2835 48 119 2925 99 351 471 399 201 471 399 Arrive On Green 0.04 0.55 0.55 0.07 0.58 0.58 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1781 5170 88 1781 5072 171 1314 1870 1585 987 1870 1585 Grp Volume(v), veh/h 53 848 462 127 1249 676 80 237 161 126 72 12 Grp Sat Flow(s),veh/h/ln 1781 1702 1854 1781 1702 1840 1314 1870 1585 987 1870 1585 Q Serve(g_s), s 3.5 18.0 18.0 8.0 29.4 29.5 6.1 13.0 10.2 15.1 3.6 0.7 Cycle Q Clear(g_c), s 3.5 18.0 18.0 8.0 29.4 29.5 9.6 13.0 10.2 28.1 3.6 0.7 Prop In Lane 1.00 0.05 1.00 0.09 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 68 1866 1017 119 1963 1061 351 471 399 201 471 399 V/C Ratio(X) 0.78 0.45 0.45 1.07 0.64 0.64 0.23 0.50 0.40 0.63 0.15 0.03 Avail Cap(c_a), veh/h 119 1866 1017 119 1963 1061 524 717 608 331 717 608 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.2 16.3 16.3 56.0 17.0 17.0 38.7 38.5 37.4 50.5 34.9 33.8 Incr Delay (d2), s/veh 6.9 0.8 1.5 102.5 1.6 2.9 0.1 0.3 0.2 1.2 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 3.1 11.5 12.5 11.5 17.1 18.8 3.6 10.1 7.2 6.8 3.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.1 17.1 17.8 158.5 18.6 19.9 38.8 38.8 37.6 51.7 35.0 33.9 LnGrp LOS E B B F B B DDDDCC
Approach Vol, veh/h 1363 2052 478 210
Approach Delay, s/veh 19.2 27.7 38.4 44.9
Approach LOS B C D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.6 74.2 37.2 12.0 70.8 37.2
Change Period (Y+Rc), s 4.0 5.0 7.0 4.0 5.0 7.0
Max Green Setting (Gmax), s 8.0 50.0 46.0 8.0 50.0 46.0 Max Q Clear Time (g_c+I1), s 5.5 31.5 15.0 10.0 20.0 30.1 Green Ext Time (p_c), s 0.0 3.0 0.2 0.0 1.8 0.1
Intersection Summary
HCM 6th Ctrl Delay 27.0
HCM 6th LOS C

HCM 6th Signalized Intersection Summary Existing Plus Conditions 1: Virginia Rd & Huntington Dr Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 1752 55 58 1383 41 39 95 44 122 292 43 Future Volume (veh/h) 23 1752 55 58 1383 41 39 95 44 122 292 43 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 1904 60 63 1503 45 42 103 48 133 317 47 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 42 3070 97 81 3186 95 119 407 345 273 407 345 Arrive On Green 0.02 0.60 0.60 0.05 0.63 0.63 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 5086 160 1781 5094 153 1018 1870 1585 1236 1870 1585 Grp Volume(v), veh/h 25 1274 690 63 1004 544 42 103 48 133 317 47 Grp Sat Flow(s),veh/h/ln 1781 1702 1842 1781 1702 1843 1018 1870 1585 1236 1870 1585 Q Serve(g_s), s 1.7 28.4 28.5 4.2 18.8 18.8 4.9 5.5 2.9 12.0 19.2 2.9 Cycle Q Clear(g_c), s 1.7 28.4 28.5 4.2 18.8 18.8 24.0 5.5 2.9 17.4 19.2 2.9 Prop In Lane 1.00 0.09 1.00 0.08 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 42 2055 1112 81 2129 1153 119 407 345 273 407 345 V/C Ratio(X) 0.60 0.62 0.62 0.78 0.47 0.47 0.35 0.25 0.14 0.49 0.78 0.14 Avail Cap(c_a), veh/h 119 2055 1112 119 2129 1153 288 717 608 478 717 608 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.0 15.1 15.1 56.7 11.9 11.9 55.5 38.9 37.9 46.1 44.2 37.8 Incr Delay (d2), s/veh 4.9 1.4 2.6 9.8 0.8 1.4 0.7 0.1 0.1 0.5 1.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 1.5 16.3 17.9 3.8 11.4 12.4 2.3 4.6 2.1 6.7 13.9 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.9 16.5 17.7 66.5 12.7 13.3 56.2 39.0 37.9 46.6 45.4 37.9 LnGrp LOS E B B E B B E DDDDD
Approach Vol, veh/h 1989 1611 193 497
Approach Delay, s/veh 17.5 15.0 42.5 45.0
Approach LOS B B D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 80.0 33.1 9.4 77.4 33.1
Change Period (Y+Rc), s 4.0 5.0 7.0 4.0 5.0 7.0
Max Green Setting (Gmax), s 8.0 50.0 46.0 8.0 50.0 46.0 Max Q Clear Time (g_c+I1), s 3.7 20.8 26.0 6.2 30.5 21.2 Green Ext Time (p_c), s 0.0 2.3 0.1 0.0 3.1 0.3
Intersection Summary
HCM 6th Ctrl Delay 20.9
HCM 6th LOS C

HCM 6th Signalized Intersection Summary Future Pre Project Conditions 1: Virginia Rd & Huntington Dr Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 1218 20 119 1756 59 75 222 150 117 67 11 Future Volume (veh/h) 50 1218 20 119 1756 59 75 222 150 117 67 11 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 54 1324 22 129 1909 64 82 241 163 127 73 12 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 69 2819 47 119 2905 97 355 477 404 202 477 404 Arrive On Green 0.04 0.54 0.54 0.07 0.57 0.57 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 1781 5173 86 1781 5074 170 1313 1870 1585 981 1870 1585 Grp Volume(v), veh/h 54 871 475 129 1280 693 82 241 163 127 73 12 Grp Sat Flow(s),veh/h/ln 1781 1702 1855 1781 1702 1840 1313 1870 1585 981 1870 1585 Q Serve(g_s), s 3.6 18.8 18.8 8.0 30.9 31.0 6.2 13.2 10.2 15.3 3.6 0.7 Cycle Q Clear(g_c), s 3.6 18.8 18.8 8.0 30.9 31.0 9.8 13.2 10.2 28.5 3.6 0.7 Prop In Lane 1.00 0.05 1.00 0.09 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 69 1855 1011 119 1949 1053 355 477 404 202 477 404 V/C Ratio(X) 0.78 0.47 0.47 1.09 0.66 0.66 0.23 0.51 0.40 0.63 0.15 0.03 Avail Cap(c_a), veh/h 119 1855 1011 119 1949 1053 523 717 608 328 717 608 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.1 16.7 16.7 56.0 17.6 17.6 38.5 38.2 37.1 50.4 34.6 33.5 Incr Delay (d2), s/veh 6.8 0.9 1.6 107.7 1.7 3.2 0.1 0.3 0.2 1.2 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 3.2 11.9 13.0 11.8 17.8 19.6 3.6 10.2 7.2 6.9 3.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.9 17.6 18.3 163.7 19.3 20.8 38.6 38.5 37.4 51.6 34.7 33.6 LnGrp LOS E B B F B C DDDDCC
Approach Vol, veh/h 1400 2102 486 212
Approach Delay, s/veh 19.6 28.7 38.1 44.8
Approach LOS B C D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.7 73.7 37.6 12.0 70.4 37.6
Change Period (Y+Rc), s 4.0 5.0 7.0 4.0 5.0 7.0
Max Green Setting (Gmax), s 8.0 50.0 46.0 8.0 50.0 46.0 Max Q Clear Time (g_c+I1), s 5.6 33.0 15.2 10.0 20.8 30.5 Green Ext Time (p_c), s 0.0 3.1 0.2 0.0 1.9 0.1
Intersection Summary
HCM 6th Ctrl Delay 27.5
HCM 6th LOS C

HCM 6th Signalized Intersection Summary Future Pre Project Conditions 1: Virginia Rd & Huntington Dr Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 1796 56 58 1420 41 40 97 44 123 298 44 Future Volume (veh/h) 23 1796 56 58 1420 41 40 97 44 123 298 44 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 1952 61 63 1543 45 43 105 48 134 324 48 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 42 3047 95 81 3165 92 120 416 352 277 416 352 Arrive On Green 0.02 0.60 0.60 0.05 0.62 0.62 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 5087 159 1781 5099 149 1010 1870 1585 1234 1870 1585 Grp Volume(v), veh/h 25 1305 708 63 1030 558 43 105 48 134 324 48 Grp Sat Flow(s),veh/h/ln 1781 1702 1842 1781 1702 1844 1010 1870 1585 1234 1870 1585 Q Serve(g_s), s 1.7 29.9 30.0 4.2 19.7 19.7 5.0 5.6 2.9 12.0 19.6 2.9 Cycle Q Clear(g_c), s 1.7 29.9 30.0 4.2 19.7 19.7 24.6 5.6 2.9 17.6 19.6 2.9 Prop In Lane 1.00 0.09 1.00 0.08 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 42 2039 1103 81 2113 1144 120 416 352 277 416 352 V/C Ratio(X) 0.60 0.64 0.64 0.78 0.49 0.49 0.36 0.25 0.14 0.48 0.78 0.14 Avail Cap(c_a), veh/h 119 2039 1103 119 2113 1144 283 717 608 476 717 608 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.0 15.6 15.7 56.7 12.4 12.4 55.4 38.4 37.4 45.7 43.9 37.4 Incr Delay (d2), s/veh 4.9 1.6 2.9 9.8 0.8 1.5 0.7 0.1 0.1 0.5 1.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 1.5 17.1 18.8 3.8 11.9 13.0 2.3 4.6 2.1 6.7 14.1 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.9 17.2 18.5 66.5 13.2 13.9 56.1 38.6 37.5 46.2 45.1 37.5 LnGrp LOS E B B E B B E DDDDD
Approach Vol, veh/h 2038 1651 196 506
Approach Delay, s/veh 18.2 15.4 42.1 44.7
Approach LOS B B D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 79.5 33.7 9.4 76.9 33.7
Change Period (Y+Rc), s 4.0 5.0 7.0 4.0 5.0 7.0
Max Green Setting (Gmax), s 8.0 50.0 46.0 8.0 50.0 46.0 Max Q Clear Time (g_c+I1), s 3.7 21.7 26.6 6.2 32.0 21.6 Green Ext Time (p_c), s 0.0 2.4 0.1 0.0 3.2 0.3
Intersection Summary
HCM 6th Ctrl Delay 21.3
HCM 6th LOS C

HCM 6th Signalized Intersection Summary Future With Project Conditions 1: Virginia Rd & Huntington Dr Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 1221 20 119 1758 59 75 222 151 118 67 11 Future Volume (veh/h) 50 1221 20 119 1758 59 75 222 151 118 67 11 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 54 1327 22 129 1911 64 82 241 164 128 73 12 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 69 2814 47 119 2900 97 356 479 406 203 479 406 Arrive On Green 0.04 0.54 0.54 0.07 0.57 0.57 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 1781 5173 86 1781 5074 170 1313 1870 1585 980 1870 1585 Grp Volume(v), veh/h 54 873 476 129 1281 694 82 241 164 128 73 12 Grp Sat Flow(s),veh/h/ln 1781 1702 1855 1781 1702 1840 1313 1870 1585 980 1870 1585 Q Serve(g_s), s 3.6 18.9 18.9 8.0 31.0 31.1 6.2 13.2 10.3 15.4 3.6 0.7 Cycle Q Clear(g_c), s 3.6 18.9 18.9 8.0 31.0 31.1 9.8 13.2 10.3 28.6 3.6 0.7 Prop In Lane 1.00 0.05 1.00 0.09 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 69 1852 1009 119 1946 1052 356 479 406 203 479 406 V/C Ratio(X) 0.78 0.47 0.47 1.09 0.66 0.66 0.23 0.50 0.40 0.63 0.15 0.03 Avail Cap(c_a), veh/h 119 1852 1009 119 1946 1052 524 717 608 328 717 608 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.1 16.8 16.8 56.0 17.7 17.7 38.4 38.1 37.0 50.3 34.6 33.5 Incr Delay (d2), s/veh 6.8 0.9 1.6 107.7 1.8 3.3 0.1 0.3 0.2 1.2 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 3.2 11.9 13.1 11.8 17.9 19.7 3.6 10.1 7.3 6.9 3.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.9 17.6 18.4 163.7 19.4 20.9 38.5 38.4 37.3 51.5 34.6 33.5 LnGrp LOS E B B F B C DDDDCC
Approach Vol, veh/h 1403 2104 487 213
Approach Delay, s/veh 19.7 28.8 38.0 44.7
Approach LOS B C D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.7 73.6 37.7 12.0 70.3 37.7
Change Period (Y+Rc), s 4.0 5.0 7.0 4.0 5.0 7.0
Max Green Setting (Gmax), s 8.0 50.0 46.0 8.0 50.0 46.0 Max Q Clear Time (g_c+I1), s 5.6 33.1 15.2 10.0 20.9 30.6 Green Ext Time (p_c), s 0.0 3.1 0.2 0.0 1.9 0.1
Intersection Summary
HCM 6th Ctrl Delay 27.6
HCM 6th LOS C

HCM 6th Signalized Intersection Summary Future With Project Conditions 1: Virginia Rd & Huntington Dr Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 1799 56 59 1423 42 40 97 45 124 298 44 Future Volume (veh/h) 23 1799 56 59 1423 42 40 97 45 124 298 44 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 1955 61 64 1547 46 43 105 49 135 324 48 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 42 3044 95 82 3163 94 120 416 352 277 416 352 Arrive On Green 0.02 0.60 0.60 0.05 0.62 0.62 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 5087 159 1781 5096 152 1010 1870 1585 1233 1870 1585 Grp Volume(v), veh/h 25 1307 709 64 1033 560 43 105 49 135 324 48 Grp Sat Flow(s),veh/h/ln 1781 1702 1842 1781 1702 1843 1010 1870 1585 1233 1870 1585 Q Serve(g_s), s 1.7 30.0 30.2 4.3 19.8 19.8 5.0 5.6 3.0 12.2 19.6 2.9 Cycle Q Clear(g_c), s 1.7 30.0 30.2 4.3 19.8 19.8 24.6 5.6 3.0 17.7 19.6 2.9 Prop In Lane 1.00 0.09 1.00 0.08 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 42 2037 1102 82 2113 1144 120 416 352 277 416 352 V/C Ratio(X) 0.60 0.64 0.64 0.78 0.49 0.49 0.36 0.25 0.14 0.49 0.78 0.14 Avail Cap(c_a), veh/h 119 2037 1102 119 2113 1144 283 717 608 476 717 608 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.0 15.7 15.7 56.6 12.4 12.4 55.4 38.4 37.4 45.7 43.9 37.4 Incr Delay (d2), s/veh 4.9 1.6 2.9 10.7 0.8 1.5 0.7 0.1 0.1 0.5 1.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 1.5 17.2 18.9 3.9 12.0 13.1 2.3 4.6 2.1 6.8 14.1 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.9 17.3 18.6 67.3 13.2 13.9 56.1 38.6 37.5 46.2 45.1 37.5 LnGrp LOS E B B E B B E DDDDD
Approach Vol, veh/h 2041 1657 197 507
Approach Delay, s/veh 18.3 15.5 42.1 44.7
Approach LOS B B D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 79.5 33.7 9.5 76.8 33.7
Change Period (Y+Rc), s 4.0 5.0 7.0 4.0 5.0 7.0
Max Green Setting (Gmax), s 8.0 50.0 46.0 8.0 50.0 46.0 Max Q Clear Time (g_c+I1), s 3.7 21.8 26.6 6.3 32.2 21.6 Green Ext Time (p_c), s 0.0 2.4 0.1 0.0 3.2 0.3
Intersection Summary
HCM 6th Ctrl Delay 21.4
HCM 6th LOS C

HCM 6th AWSC Existing Conditions
2: Virginia Rd & Roanoke Rd Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Intersection
Intersection Delay, s/veh 10.7
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 18 7 2 422 84 14
Future Vol, veh/h 18 7 2 422 84 14
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 222222
Mvmt Flow 20 8 2 459 91 15
Number of Lanes 100110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.3 11.5 8

HCM LOS A B A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 0% 72% 0%
Vol Thru, % 100% 0% 86%
Vol Right, % 0% 28% 14%
Sign Control Stop Stop Stop
Traffic Vol by Lane 424 25 98
LT Vol 2 18 0
Through Vol 422 0 84
RT Vol 0 7 14
Lane Flow Rate 461 27 107
Geometry Grp 1 1 1
Degree of Util (X) 0.52 0.039 0.129
Departure Headway (Hd) 4.062 5.125 4.362
Convergence, Y/N Yes Yes Yes
Cap 880 702 827
Service Time 2.121 3.132 2.366
HCM Lane V/C Ratio 0.524 0.038 0.129
HCM Control Delay 11.5 8.3 8
HCM Lane LOS B A A
HCM 95th-tile Q 3.1 0.1 0.4

HCM 6th AWSC Existing Conditions
2: Virginia Rd & Roanoke Rd Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Intersection
Intersection Delay, s/veh 10.3
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 5 2 179 392 6
Future Vol, veh/h 4 5 2 179 392 6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 222222
Mvmt Flow 4 5 2 195 426 7
Number of Lanes 100110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.1 8.7 11.1

HCM LOS A A B
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 1% 44% 0%
Vol Thru, % 99% 0% 98%
Vol Right, % 0% 56% 2%
Sign Control Stop Stop Stop
Traffic Vol by Lane 181 9 398
LT Vol 2 4 0
Through Vol 179 0 392
RT Vol 0 5 6
Lane Flow Rate 197 10 433
Geometry Grp 1 1 1
Degree of Util (X) 0.239 0.014 0.491
Departure Headway (Hd) 4.376 5.025 4.089
Convergence, Y/N Yes Yes Yes
Cap 826 715 874
Service Time 2.376 3.033 2.153
HCM Lane V/C Ratio 0.238 0.014 0.495
HCM Control Delay 8.7 8.1 11.1
HCM Lane LOS A A B
HCM 95th-tile Q 0.9 0 2.8

HCM 6th AWSC Existing + Project Conditions
2: Virginia Rd & Roanoke Rd Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Intersection
Intersection Delay, s/veh 10.7
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 18 7 2 423 84 14
Future Vol, veh/h 18 7 2 423 84 14
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 222222
Mvmt Flow 20 8 2 460 91 15
Number of Lanes 100110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.3 11.5 8

HCM LOS A B A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 0% 72% 0%
Vol Thru, % 100% 0% 86%
Vol Right, % 0% 28% 14%
Sign Control Stop Stop Stop
Traffic Vol by Lane 425 25 98
LT Vol 2 18 0
Through Vol 423 0 84
RT Vol 0 7 14
Lane Flow Rate 462 27 107
Geometry Grp 1 1 1
Degree of Util (X) 0.521 0.039 0.129
Departure Headway (Hd) 4.062 5.129 4.363
Convergence, Y/N Yes Yes Yes
Cap 882 702 826
Service Time 2.121 3.134 2.367
HCM Lane V/C Ratio 0.524 0.038 0.13
HCM Control Delay 11.5 8.3 8
HCM Lane LOS B A A
HCM 95th-tile Q 3.1 0.1 0.4

HCM 6th AWSC Existing Plus Conditions
2: Virginia Rd & Roanoke Rd Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Intersection
Intersection Delay, s/veh 10.3
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 5 2 180 393 6
Future Vol, veh/h 4 5 2 180 393 6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 222222
Mvmt Flow 4 5 2 196 427 7
Number of Lanes 100110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.1 8.7 11.1

HCM LOS A A B
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 1% 44% 0%
Vol Thru, % 99% 0% 98%
Vol Right, % 0% 56% 2%
Sign Control Stop Stop Stop
Traffic Vol by Lane 182 9 399
LT Vol 2 4 0
Through Vol 180 0 393
RT Vol 0 5 6
Lane Flow Rate 198 10 434
Geometry Grp 1 1 1
Degree of Util (X) 0.235 0.014 0.493
Departure Headway (Hd) 4.277 5.03 4.09
Convergence, Y/N Yes Yes Yes
Cap 825 716 876
Service Time 2.377 3.03 2.15
HCM Lane V/C Ratio 0.24 0.014 0.495
HCM Control Delay 8.7 8.1 11.1
HCM Lane LOS A A B
HCM 95th-tile Q 0.9 0 2.8

HCM 6th AWSC Future Pre Project Conditions
2: Virginia Rd & Roanoke Rd Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Intersection
Intersection Delay, s/veh 10.9
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 18 7 2 430 86 14
Future Vol, veh/h 18 7 2 430 86 14
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 222222
Mvmt Flow 20 8 2 467 93 15
Number of Lanes 100110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.4 11.7 8

HCM LOS A B A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 0% 72% 0%
Vol Thru, % 100% 0% 86%
Vol Right, % 0% 28% 14%
Sign Control Stop Stop Stop
Traffic Vol by Lane 432 25 100
LT Vol 2 18 0
Through Vol 430 0 86
RT Vol 0 7 14
Lane Flow Rate 470 27 109
Geometry Grp 1 1 1
Degree of Util (X) 0.53 0.039 0.132
Departure Headway (Hd) 4.064 5.149 4.372
Convergence, Y/N Yes Yes Yes
Cap 878 699 824
Service Time 2.124 3.155 2.377
HCM Lane V/C Ratio 0.535 0.039 0.132
HCM Control Delay 11.7 8.4 8
HCM Lane LOS B A A
HCM 95th-tile Q 3.2 0.1 0.5

HCM 6th AWSC Future Pre Project Conditions
2: Virginia Rd & Roanoke Rd Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Intersection
Intersection Delay, s/veh 10.5
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 5 2 183 400 6
Future Vol, veh/h 4 5 2 183 400 6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 222222
Mvmt Flow 4 5 2 199 435 7
Number of Lanes 100110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.1 8.8 11.3

HCM LOS A A B
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 1% 44% 0%
Vol Thru, % 99% 0% 99%
Vol Right, % 0% 56% 1%
Sign Control Stop Stop Stop
Traffic Vol by Lane 185 9 406
LT Vol 2 4 0
Through Vol 183 0 400
RT Vol 0 5 6
Lane Flow Rate 201 10 441
Geometry Grp 1 1 1
Degree of Util (X) 0.245 0.014 0.502
Departure Headway (Hd) 4.383 5.052 4.093
Convergence, Y/N Yes Yes Yes
Cap 824 711 874
Service Time 2.385 3.062 2.158
HCM Lane V/C Ratio 0.244 0.014 0.505
HCM Control Delay 8.8 8.1 11.3
HCM Lane LOS A A B
HCM 95th-tile Q 1 0 2.9

HCM 6th AWSC Future With Project Conditions
2: Virginia Rd & Roanoke Rd Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Intersection
Intersection Delay, s/veh 10.9
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 18 7 2 431 86 14
Future Vol, veh/h 18 7 2 431 86 14
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 222222
Mvmt Flow 20 8 2 468 93 15
Number of Lanes 100110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.4 11.7 8

HCM LOS A B A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 0% 72% 0%
Vol Thru, % 100% 0% 86%
Vol Right, % 0% 28% 14%
Sign Control Stop Stop Stop
Traffic Vol by Lane 433 25 100
LT Vol 2 18 0
Through Vol 431 0 86
RT Vol 0 7 14
Lane Flow Rate 471 27 109
Geometry Grp 1 1 1
Degree of Util (X) 0.531 0.039 0.132
Departure Headway (Hd) 4.064 5.151 4.373
Convergence, Y/N Yes Yes Yes
Cap 880 698 824
Service Time 2.124 3.157 2.377
HCM Lane V/C Ratio 0.535 0.039 0.132
HCM Control Delay 11.7 8.4 8
HCM Lane LOS B A A
HCM 95th-tile Q 3.2 0.1 0.5

HCM 6th AWSC Future With Project Conditions
2: Virginia Rd & Roanoke Rd Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Intersection
Intersection Delay, s/veh 10.5
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 5 2 184 401 6
Future Vol, veh/h 4 5 2 184 401 6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 222222
Mvmt Flow 4 5 2 200 436 7
Number of Lanes 100110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.1 8.8 11.3

HCM LOS A A B
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 1% 44% 0%
Vol Thru, % 99% 0% 99%
Vol Right, % 0% 56% 1%
Sign Control Stop Stop Stop
Traffic Vol by Lane 186 9 407
LT Vol 2 4 0
Through Vol 184 0 401
RT Vol 0 5 6
Lane Flow Rate 202 10 442
Geometry Grp 1 1 1
Degree of Util (X) 0.246 0.014 0.503
Departure Headway (Hd) 4.386 5.057 4.093
Convergence, Y/N Yes Yes Yes
Cap 823 711 872
Service Time 2.386 3.065 2.159
HCM Lane V/C Ratio 0.245 0.014 0.507
HCM Control Delay 8.8 8.1 11.3
HCM Lane LOS A A B
HCM 95th-tile Q 1 0 2.9

HCM 6th Signalized Intersection Summary Existing Conditions 3: West Dr/Cambridge Rd & Huntington Dr Weekday AM Peak Hour San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 118 1278 62 89 1776 9 44 54 47 38 104 8 Future Volume (veh/h) 118 1278 62 89 1776 9 44 54 47 38 104 8 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1945 1870 1870 1945 1870 Adj Flow Rate, veh/h 128 1389 67 97 1930 10 48 59 51 41 113 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 59 3588 173 59 3769 20 86 85 63 77 156 11
Arrive On Green 0.03 0.72 0.72 0.03 0.72 0.72 0.12 0.12 0.12 0.12 0.12 0.12 Sat Flow, veh/h 1781 4990 241 1781 5242 27 381 692 511 320 1275 93 Grp Volume(v), veh/h 128 947 509 97 1253 687 158 0 0 163 0 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1827 1781 1702 1865 1584 0 0 1688 0 0 Q Serve(g_s), s 4.0 13.0 13.0 4.0 19.7 19.7 0.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.0 13.0 13.0 4.0 19.7 19.7 11.7 0.0 0.0 11.3 0.0 0.0 Prop In Lane 1.00 0.13 1.00 0.01 0.30 0.32 0.25 0.06
Lane Grp Cap(c), veh/h 59 2447 1313 59 2447 1341 234 0 0 245 0 0 V/C Ratio(X) 2.16 0.39 0.39 1.63 0.51 0.51 0.68 0.00 0.00 0.67 0.00 0.00 Avail Cap(c_a), veh/h 59 2447 1313 59 2447 1341 702 0 0 746 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.0 6.6 6.6 58.0 7.5 7.5 51.1 0.0 0.0 50.9 0.0 0.0 Incr Delay (d2), s/veh 571.5 0.5 0.9 349.0 0.8 1.4 3.4 0.0 0.0 3.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 18.9 7.9 8.5 13.3 10.9 12.1 8.5 0.0 0.0 8.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 629.5 7.0 7.4 407.0 8.3 8.9 54.5 0.0 0.0 54.0 0.0 0.0 LnGrp LOS F A A F AADAADAA
Approach Vol, veh/h 1584 2037 158 163
Approach Delay, s/veh 57.5 27.5 54.5 54.0
Approach LOS E C D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.0 90.8 21.2 8.0 90.8 21.2
Change Period (Y+Rc), s 4.0 4.5 6.5 4.0 4.5 6.5
Max Green Setting (Gmax), s 4.0 51.5 49.5 4.0 51.5 49.5 Max Q Clear Time (g_c+I1), s 6.0 21.7 13.7 6.0 15.0 13.3 Green Ext Time (p_c), s 0.0 24.4 1.0 0.0 21.6 1.0
Intersection Summary
HCM 6th Ctrl Delay 41.7
HCM 6th LOS D

HCM 6th Signalized Intersection Summary Existing Conditions 3: West Dr/Cambridge Rd & Huntington Dr Weekday PM Peak Hour San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 1907 44 141 1366 4 35 39 85 81 75 8 Future Volume (veh/h) 41 1907 44 141 1366 4 35 39 85 81 75 8 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1945 1870 1870 1945 1870 Adj Flow Rate, veh/h 45 2073 48 153 1485 4 38 42 92 88 82 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 58 3531 82 59 3621 10 78 79 139 139 109 11
Arrive On Green 0.03 0.69 0.69 0.03 0.69 0.69 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1781 5134 119 1781 5258 14 271 515 904 614 711 70 Grp Volume(v), veh/h 45 1373 748 153 961 528 172 0 0 179 0 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1849 1781 1702 1868 1689 0 0 1395 0 0 Q Serve(g_s), s 3.0 25.3 25.4 4.0 14.7 14.7 0.0 0.0 0.0 4.0 0.0 0.0 Cycle Q Clear(g_c), s 3.0 25.3 25.4 4.0 14.7 14.7 11.3 0.0 0.0 15.4 0.0 0.0 Prop In Lane 1.00 0.06 1.00 0.01 0.22 0.53 0.49 0.05
Lane Grp Cap(c), veh/h 58 2341 1272 59 2344 1286 297 0 0 260 0 0 V/C Ratio(X) 0.78 0.59 0.59 2.58 0.41 0.41 0.58 0.00 0.00 0.69 0.00 0.00 Avail Cap(c_a), veh/h 59 2341 1272 59 2344 1286 719 0 0 662 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.6 9.8 9.8 58.0 8.1 8.1 47.7 0.0 0.0 49.5 0.0 0.0 Incr Delay (d2), s/veh 42.6 1.1 2.0 756.0 0.5 1.0 1.8 0.0 0.0 3.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 3.7 13.9 15.4 23.5 8.9 9.8 8.7 0.0 0.0 9.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 100.3 10.9 11.8 814.0 8.6 9.1 49.5 0.0 0.0 52.7 0.0 0.0 LnGrp LOS F B B F AADAADAA
Approach Vol, veh/h 2166 1642 172 179
Approach Delay, s/veh 13.1 83.8 49.5 52.7
Approach LOS B F D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.9 87.1 25.0 8.0 87.0 25.0
Change Period (Y+Rc), s 4.0 4.5 6.5 4.0 4.5 6.5
Max Green Setting (Gmax), s 4.0 51.5 49.5 4.0 51.5 49.5 Max Q Clear Time (g_c+I1), s 5.0 16.7 13.3 6.0 27.4 17.4 Green Ext Time (p_c), s 0.0 21.5 1.1 0.0 21.4 1.1
Intersection Summary
HCM 6th Ctrl Delay 44.2
HCM 6th LOS D

HCM 6th Signalized Intersection Summary Existing + Project Conditions 3: West Dr/Cambridge Rd & Huntington Dr Weekday AM Peak Hour San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 118 1280 62 96 1776 9 46 54 48 38 105 8 Future Volume (veh/h) 118 1280 62 96 1776 9 46 54 48 38 105 8 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1945 1870 1870 1945 1870 Adj Flow Rate, veh/h 128 1391 67 104 1930 10 50 59 52 41 114 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 59 3575 172 59 3755 19 88 85 64 77 160 12
Arrive On Green 0.03 0.72 0.72 0.03 0.72 0.72 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1781 4991 240 1781 5242 27 391 676 509 317 1278 93 Grp Volume(v), veh/h 128 949 509 104 1253 687 161 0 0 164 0 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1827 1781 1702 1865 1575 0 0 1687 0 0 Q Serve(g_s), s 4.0 13.2 13.2 4.0 19.8 19.8 0.7 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.0 13.2 13.2 4.0 19.8 19.8 12.0 0.0 0.0 11.3 0.0 0.0 Prop In Lane 1.00 0.13 1.00 0.01 0.31 0.32 0.25 0.05
Lane Grp Cap(c), veh/h 59 2438 1309 59 2438 1336 237 0 0 249 0 0 V/C Ratio(X) 2.16 0.39 0.39 1.75 0.51 0.51 0.68 0.00 0.00 0.66 0.00 0.00 Avail Cap(c_a), veh/h 59 2438 1309 59 2438 1336 700 0 0 746 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.0 6.7 6.7 58.0 7.6 7.6 51.0 0.0 0.0 50.6 0.0 0.0 Incr Delay (d2), s/veh 571.5 0.5 0.9 398.2 0.8 1.4 3.4 0.0 0.0 3.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 18.9 8.0 8.6 14.5 11.1 12.2 8.6 0.0 0.0 8.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 629.5 7.2 7.6 456.2 8.4 9.1 54.4 0.0 0.0 53.6 0.0 0.0 LnGrp LOS F A A F AADAADAA
Approach Vol, veh/h 1586 2044 161 164
Approach Delay, s/veh 57.5 31.4 54.4 53.6
Approach LOS E C D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.0 90.5 21.5 8.0 90.5 21.5
Change Period (Y+Rc), s 4.0 4.5 6.5 4.0 4.5 6.5
Max Green Setting (Gmax), s 4.0 51.5 49.5 4.0 51.5 49.5 Max Q Clear Time (g_c+I1), s 6.0 21.8 14.0 6.0 15.2 13.3 Green Ext Time (p_c), s 0.0 24.3 1.0 0.0 21.6 1.0
Intersection Summary
HCM 6th Ctrl Delay 43.7
HCM 6th LOS D

HCM 6th Signalized Intersection Summary Existing Plus Conditions 3: West Dr/Cambridge Rd & Huntington Dr Weekday PM Peak Hour San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 1911 44 147 1366 4 40 40 88 81 76 8 Future Volume (veh/h) 41 1911 44 147 1366 4 40 40 88 81 76 8 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1945 1870 1870 1945 1870 Adj Flow Rate, veh/h 45 2077 48 160 1485 4 43 43 96 88 83 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 58 3512 81 59 3601 10 84 78 139 138 111 11
Arrive On Green 0.03 0.68 0.68 0.03 0.68 0.68 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow, veh/h 1781 5135 118 1781 5258 14 296 492 879 595 705 68 Grp Volume(v), veh/h 45 1376 749 160 961 528 182 0 0 180 0 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1849 1781 1702 1868 1667 0 0 1369 0 0 Q Serve(g_s), s 3.0 25.7 25.8 4.0 14.9 14.9 0.0 0.0 0.0 3.6 0.0 0.0 Cycle Q Clear(g_c), s 3.0 25.7 25.8 4.0 14.9 14.9 12.2 0.0 0.0 15.8 0.0 0.0 Prop In Lane 1.00 0.06 1.00 0.01 0.24 0.53 0.49 0.05
Lane Grp Cap(c), veh/h 58 2328 1265 59 2332 1279 300 0 0 260 0 0 V/C Ratio(X) 0.78 0.59 0.59 2.69 0.41 0.41 0.61 0.00 0.00 0.69 0.00 0.00 Avail Cap(c_a), veh/h 59 2328 1265 59 2332 1279 714 0 0 656 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.6 10.1 10.1 58.0 8.3 8.3 47.6 0.0 0.0 49.2 0.0 0.0 Incr Delay (d2), s/veh 42.6 1.1 2.0 808.1 0.5 1.0 2.0 0.0 0.0 3.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 3.7 14.2 15.6 24.7 9.1 10.0 9.1 0.0 0.0 9.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 100.3 11.2 12.1 866.1 8.8 9.3 49.6 0.0 0.0 52.5 0.0 0.0 LnGrp LOS F B B F AADAADAA
Approach Vol, veh/h 2170 1649 182 180
Approach Delay, s/veh 13.3 92.2 49.6 52.5
Approach LOS B F D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.9 86.7 25.4 8.0 86.6 25.4
Change Period (Y+Rc), s 4.0 4.5 6.5 4.0 4.5 6.5
Max Green Setting (Gmax), s 4.0 51.5 49.5 4.0 51.5 49.5 Max Q Clear Time (g_c+I1), s 5.0 16.9 14.2 6.0 27.8 17.8 Green Ext Time (p_c), s 0.0 21.4 1.2 0.0 21.1 1.1
Intersection Summary
HCM 6th Ctrl Delay 47.7
HCM 6th LOS D

HCM 6th Signalized Intersection Summary Future Pre Project Conditions 3: West Dr/Cambridge Rd & Huntington Dr Weekday AM Peak Hour San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 120 1316 63 91 1823 9 45 55 48 39 106 8 Future Volume (veh/h) 120 1316 63 91 1823 9 45 55 48 39 106 8 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1945 1870 1870 1945 1870 Adj Flow Rate, veh/h 130 1430 68 99 1982 10 49 60 52 42 115 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 59 3577 170 59 3755 19 87 86 64 78 159 11
Arrive On Green 0.03 0.72 0.72 0.03 0.72 0.72 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1781 4994 237 1781 5243 26 380 686 509 321 1267 91 Grp Volume(v), veh/h 130 975 523 99 1287 705 161 0 0 166 0 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1828 1781 1702 1866 1575 0 0 1679 0 0 Q Serve(g_s), s 4.0 13.7 13.7 4.0 20.7 20.7 0.5 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.0 13.7 13.7 4.0 20.7 20.7 12.0 0.0 0.0 11.6 0.0 0.0 Prop In Lane 1.00 0.13 1.00 0.01 0.30 0.32 0.25 0.05
Lane Grp Cap(c), veh/h 59 2438 1309 59 2438 1336 237 0 0 248 0 0 V/C Ratio(X) 2.19 0.40 0.40 1.67 0.53 0.53 0.68 0.00 0.00 0.67 0.00 0.00 Avail Cap(c_a), veh/h 59 2438 1309 59 2438 1336 701 0 0 744 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.0 6.8 6.8 58.0 7.8 7.8 50.9 0.0 0.0 50.7 0.0 0.0 Incr Delay (d2), s/veh 586.2 0.5 0.9 363.0 0.8 1.5 3.4 0.0 0.0 3.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 19.3 8.2 8.9 13.6 11.5 12.7 8.6 0.0 0.0 8.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 644.2 7.3 7.7 421.0 8.6 9.3 54.3 0.0 0.0 53.8 0.0 0.0 LnGrp LOS F A A F AADAADAA
Approach Vol, veh/h 1628 2091 161 166
Approach Delay, s/veh 58.3 28.3 54.3 53.8
Approach LOS E C D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.0 90.4 21.6 8.0 90.4 21.6
Change Period (Y+Rc), s 4.0 4.5 6.5 4.0 4.5 6.5
Max Green Setting (Gmax), s 4.0 51.5 49.5 4.0 51.5 49.5 Max Q Clear Time (g_c+I1), s 6.0 22.7 14.0 6.0 15.7 13.6 Green Ext Time (p_c), s 0.0 24.1 1.0 0.0 22.1 1.0
Intersection Summary
HCM 6th Ctrl Delay 42.5
HCM 6th LOS D

HCM 6th Signalized Intersection Summary Future Pre Project Conditions 3: West Dr/Cambridge Rd & Huntington Dr Weekday PM Peak Hour San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 42 1957 45 144 1405 4 36 40 87 83 77 8 Future Volume (veh/h) 42 1957 45 144 1405 4 36 40 87 83 77 8 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1945 1870 1870 1945 1870 Adj Flow Rate, veh/h 46 2127 49 157 1527 4 39 43 95 90 84 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 59 3509 81 59 3594 9 79 81 143 141 112 11
Arrive On Green 0.03 0.68 0.68 0.03 0.68 0.68 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow, veh/h 1781 5135 118 1781 5258 14 271 510 905 609 705 68 Grp Volume(v), veh/h 46 1409 767 157 989 542 177 0 0 183 0 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1849 1781 1702 1868 1685 0 0 1382 0 0 Q Serve(g_s), s 3.1 26.8 27.0 4.0 15.5 15.5 0.0 0.0 0.0 4.2 0.0 0.0 Cycle Q Clear(g_c), s 3.1 26.8 27.0 4.0 15.5 15.5 11.7 0.0 0.0 15.9 0.0 0.0 Prop In Lane 1.00 0.06 1.00 0.01 0.22 0.54 0.49 0.05
Lane Grp Cap(c), veh/h 59 2326 1264 59 2327 1277 304 0 0 264 0 0 V/C Ratio(X) 0.78 0.61 0.61 2.64 0.42 0.42 0.58 0.00 0.00 0.69 0.00 0.00 Avail Cap(c_a), veh/h 59 2326 1264 59 2327 1277 718 0 0 658 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.6 10.3 10.3 58.0 8.5 8.5 47.3 0.0 0.0 49.2 0.0 0.0 Incr Delay (d2), s/veh 43.6 1.2 2.2 785.8 0.6 1.0 1.8 0.0 0.0 3.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 3.8 14.7 16.2 24.2 9.4 10.3 8.8 0.0 0.0 9.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 101.2 11.4 12.5 843.8 9.0 9.5 49.1 0.0 0.0 52.5 0.0 0.0 LnGrp LOS F B B F AADAADAA
Approach Vol, veh/h 2222 1688 177 183
Approach Delay, s/veh 13.7 86.8 49.1 52.5
Approach LOS B F D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.0 86.5 25.5 8.0 86.5 25.5
Change Period (Y+Rc), s 4.0 4.5 6.5 4.0 4.5 6.5
Max Green Setting (Gmax), s 4.0 51.5 49.5 4.0 51.5 49.5 Max Q Clear Time (g_c+I1), s 5.1 17.5 13.7 6.0 29.0 17.9 Green Ext Time (p_c), s 0.0 21.8 1.2 0.0 20.4 1.1
Intersection Summary
HCM 6th Ctrl Delay 45.7
HCM 6th LOS D

HCM 6th Signalized Intersection Summary Future With Project Conditions 3: West Dr/Cambridge Rd & Huntington Dr Weekday AM Peak Hour San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 120 1318 63 98 1823 9 47 55 49 39 107 8 Future Volume (veh/h) 120 1318 63 98 1823 9 47 55 49 39 107 8 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1945 1870 1870 1945 1870 Adj Flow Rate, veh/h 130 1433 68 107 1982 10 51 60 53 42 116 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 59 3564 169 59 3741 19 89 86 65 78 163 12
Arrive On Green 0.03 0.71 0.71 0.03 0.71 0.71 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1781 4995 237 1781 5243 26 389 671 506 318 1270 90 Grp Volume(v), veh/h 130 977 524 107 1287 705 164 0 0 167 0 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1828 1781 1702 1866 1566 0 0 1678 0 0 Q Serve(g_s), s 4.0 13.8 13.8 4.0 20.9 20.9 0.7 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.0 13.8 13.8 4.0 20.9 20.9 12.3 0.0 0.0 11.6 0.0 0.0 Prop In Lane 1.00 0.13 1.00 0.01 0.31 0.32 0.25 0.05
Lane Grp Cap(c), veh/h 59 2429 1304 59 2429 1331 240 0 0 253 0 0 V/C Ratio(X) 2.19 0.40 0.40 1.80 0.53 0.53 0.68 0.00 0.00 0.66 0.00 0.00 Avail Cap(c_a), veh/h 59 2429 1304 59 2429 1331 698 0 0 744 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.0 6.9 6.9 58.0 7.9 7.9 50.8 0.0 0.0 50.4 0.0 0.0 Incr Delay (d2), s/veh 586.2 0.5 0.9 419.5 0.8 1.5 3.4 0.0 0.0 3.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 19.3 8.3 9.0 15.1 11.5 12.8 8.7 0.0 0.0 8.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 644.2 7.4 7.8 477.5 8.7 9.4 54.2 0.0 0.0 53.4 0.0 0.0 LnGrp LOS F A A F AADAADAA
Approach Vol, veh/h 1631 2099 164 167
Approach Delay, s/veh 58.3 32.9 54.2 53.4
Approach LOS E C D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.0 90.1 21.9 8.0 90.1 21.9
Change Period (Y+Rc), s 4.0 4.5 6.5 4.0 4.5 6.5
Max Green Setting (Gmax), s 4.0 51.5 49.5 4.0 51.5 49.5 Max Q Clear Time (g_c+I1), s 6.0 22.9 14.3 6.0 15.8 13.6 Green Ext Time (p_c), s 0.0 24.0 1.0 0.0 22.1 1.0
Intersection Summary
HCM 6th Ctrl Delay 44.8
HCM 6th LOS D

HCM 6th Signalized Intersection Summary Future With Project Conditions 3: West Dr/Cambridge Rd & Huntington Dr Weekday PM Peak Hour San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 42 1961 45 150 1405 4 41 41 90 83 78 8 Future Volume (veh/h) 42 1961 45 150 1405 4 41 41 90 83 78 8 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1945 1870 1870 1945 1870 1945 1870 1870 1945 1870 Adj Flow Rate, veh/h 46 2132 49 163 1527 4 45 45 98 90 85 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 59 3489 80 59 3573 9 86 80 140 140 113 11
Arrive On Green 0.03 0.68 0.68 0.03 0.68 0.68 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow, veh/h 1781 5135 118 1781 5258 14 301 494 865 590 698 66 Grp Volume(v), veh/h 46 1412 769 163 989 542 188 0 0 184 0 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1849 1781 1702 1868 1660 0 0 1354 0 0 Q Serve(g_s), s 3.1 27.3 27.4 4.0 15.7 15.7 0.0 0.0 0.0 3.7 0.0 0.0 Cycle Q Clear(g_c), s 3.1 27.3 27.4 4.0 15.7 15.7 12.7 0.0 0.0 16.3 0.0 0.0 Prop In Lane 1.00 0.06 1.00 0.01 0.24 0.52 0.49 0.05
Lane Grp Cap(c), veh/h 59 2312 1256 59 2313 1269 307 0 0 265 0 0 V/C Ratio(X) 0.78 0.61 0.61 2.75 0.43 0.43 0.61 0.00 0.00 0.70 0.00 0.00 Avail Cap(c_a), veh/h 59 2312 1256 59 2313 1269 713 0 0 652 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.6 10.5 10.6 58.0 8.7 8.7 47.3 0.0 0.0 49.0 0.0 0.0 Incr Delay (d2), s/veh 43.6 1.2 2.2 830.4 0.6 1.1 2.0 0.0 0.0 3.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 3.8 14.9 16.5 25.3 9.5 10.5 9.3 0.0 0.0 9.5 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 101.2 11.8 12.8 888.4 9.3 9.7 49.3 0.0 0.0 52.2 0.0 0.0 LnGrp LOS F B B F AADAADAA
Approach Vol, veh/h 2227 1694 188 184
Approach Delay, s/veh 14.0 94.0 49.3 52.2
Approach LOS B F D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.0 86.0 26.0 8.0 86.0 26.0
Change Period (Y+Rc), s 4.0 4.5 6.5 4.0 4.5 6.5
Max Green Setting (Gmax), s 4.0 51.5 49.5 4.0 51.5 49.5 Max Q Clear Time (g_c+I1), s 5.1 17.7 14.7 6.0 29.4 18.3 Green Ext Time (p_c), s 0.0 21.7 1.2 0.0 20.0 1.1
Intersection Summary
HCM 6th Ctrl Delay 48.7
HCM 6th LOS D

HCM 6th Signalized Intersection Summary Existing Conditions 4: San Marino Ave & Huntington Dr Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 484 885 48 24 1301 66 138 492 28 80 274 479 Future Volume (veh/h) 484 885 48 24 1301 66 138 492 28 80 274 479 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 526 962 52 26 1414 72 150 535 30 87 298 521 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 153 1644 89 105 1557 483 165 1277 71 160 1315 587 Arrive On Green 0.09 0.33 0.33 0.06 0.30 0.30 0.09 0.37 0.37 0.09 0.37 0.37 Sat Flow, veh/h 1781 4959 268 1781 5106 1585 1781 3421 192 1781 3554 1585 Grp Volume(v), veh/h 526 660 354 26 1414 72 150 277 288 87 298 521 Grp Sat Flow(s),veh/h/ln 1781 1702 1822 1781 1702 1585 1781 1777 1836 1781 1777 1585 Q Serve(g_s), s 12.0 22.5 22.6 2.0 37.3 4.6 11.7 16.2 16.3 6.5 8.1 43.2 Cycle Q Clear(g_c), s 12.0 22.5 22.6 2.0 37.3 4.6 11.7 16.2 16.3 6.5 8.1 43.2 Prop In Lane 1.00 0.15 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 153 1129 604 105 1557 483 165 663 685 160 1315 587 V/C Ratio(X) 3.45 0.58 0.59 0.25 0.91 0.15 0.91 0.42 0.42 0.54 0.23 0.89 Avail Cap(c_a), veh/h 153 1129 604 165 1557 483 165 812 839 165 1625 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.0 38.8 38.8 62.9 46.8 35.4 62.9 32.6 32.6 61.0 30.3 41.4 Incr Delay (d2), s/veh 1116.6 2.2 4.1 0.4 9.3 0.7 43.2 0.7 0.7 1.7 0.1 12.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 80.5 14.9 16.2 1.6 23.9 3.4 11.7 11.6 11.9 5.5 6.4 25.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 1180.6 41.0 42.9 63.3 56.1 36.1 106.1 33.3 33.3 62.7 30.5 54.0 LnGrp LOS F D D E E D F C C E C D
Approach Vol, veh/h 1540 1512 715 906
Approach Delay, s/veh 430.7 55.3 48.6 47.1
Approach LOS F E D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.5 47.7 17.1 58.8 12.8 51.4 17.5 58.3 Change Period (Y+Rc), s 4.5 5.0 4.5 6.5 4.5 5.0 4.5 6.5 Max Green Setting (Gmax), s 12.0 30.5 13.0 64.0 13.0 29.5 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 39.3 8.5 18.3 4.0 24.6 13.7 45.2 Green Ext Time (p_c), s 0.0 0.0 0.0 6.8 0.0 3.5 0.0 6.6 Intersection Summary
HCM 6th Ctrl Delay 176.4
HCM 6th LOS F

HCM 6th Signalized Intersection Summary Existing Conditions 4: San Marino Ave & Huntington Dr Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 440 1436 66 46 1003 58 49 270 70 190 540 449 Future Volume (veh/h) 440 1436 66 46 1003 58 49 270 70 190 540 449 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 478 1561 72 50 1090 63 53 293 76 207 587 488 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 153 1623 75 142 1625 505 144 1000 255 165 1310 584 Arrive On Green 0.09 0.32 0.32 0.08 0.32 0.32 0.08 0.36 0.36 0.09 0.37 0.37 Sat Flow, veh/h 1781 5002 231 1781 5106 1585 1781 2804 715 1781 3554 1585 Grp Volume(v), veh/h 478 1062 571 50 1090 63 53 184 185 207 587 488 Grp Sat Flow(s),veh/h/ln 1781 1702 1829 1781 1702 1585 1781 1777 1742 1781 1777 1585 Q Serve(g_s), s 12.0 42.9 42.9 3.7 25.9 4.0 3.9 10.4 10.7 13.0 17.5 39.3 Cycle Q Clear(g_c), s 12.0 42.9 42.9 3.7 25.9 4.0 3.9 10.4 10.7 13.0 17.5 39.3 Prop In Lane 1.00 0.13 1.00 1.00 1.00 0.41 1.00 1.00
Lane Grp Cap(c), veh/h 153 1104 593 142 1625 505 144 634 621 165 1310 584 V/C Ratio(X) 3.13 0.96 0.96 0.35 0.67 0.12 0.37 0.29 0.30 1.25 0.45 0.84 Avail Cap(c_a), veh/h 153 1104 593 165 1625 505 165 812 796 165 1625 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.0 46.4 46.4 61.0 41.4 33.9 60.9 32.3 32.4 63.5 33.4 40.3 Incr Delay (d2), s/veh 975.8 19.3 28.7 0.6 2.2 0.5 0.6 0.4 0.5 153.2 0.4 8.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 71.9 28.5 32.2 3.1 16.7 2.9 3.3 8.1 8.2 20.4 12.2 23.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 1039.8 65.8 75.1 61.6 43.6 34.4 61.5 32.7 32.9 216.7 33.8 48.6 LnGrp LOS F E E E D C E C C F C D
Approach Vol, veh/h 2111 1203 422 1282
Approach Delay, s/veh 288.9 43.8 36.4 69.0
Approach LOS F D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.5 49.6 17.5 56.4 15.6 50.4 15.8 58.1 Change Period (Y+Rc), s 4.5 5.0 4.5 6.5 4.5 5.0 4.5 6.5 Max Green Setting (Gmax), s 12.0 30.5 13.0 64.0 13.0 29.5 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 27.9 15.0 12.7 5.7 44.9 5.9 41.3 Green Ext Time (p_c), s 0.0 2.1 0.0 4.2 0.0 0.0 0.0 10.3 Intersection Summary
HCM 6th Ctrl Delay 152.7
HCM 6th LOS F

HCM 6th Signalized Intersection Summary Existing + Project Conditions 4: San Marino Ave & Huntington Dr Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 485 887 48 24 1304 66 140 492 28 80 274 481 Future Volume (veh/h) 485 887 48 24 1304 66 140 492 28 80 274 481 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 527 964 52 26 1417 72 152 535 30 87 298 523 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 153 1639 88 105 1551 482 165 1281 72 160 1319 588 Arrive On Green 0.09 0.33 0.33 0.06 0.30 0.30 0.09 0.37 0.37 0.09 0.37 0.37 Sat Flow, veh/h 1781 4959 267 1781 5106 1585 1781 3421 192 1781 3554 1585 Grp Volume(v), veh/h 527 661 355 26 1417 72 152 277 288 87 298 523 Grp Sat Flow(s),veh/h/ln 1781 1702 1822 1781 1702 1585 1781 1777 1836 1781 1777 1585 Q Serve(g_s), s 12.0 22.6 22.7 2.0 37.4 4.6 11.8 16.2 16.3 6.5 8.1 43.4 Cycle Q Clear(g_c), s 12.0 22.6 22.7 2.0 37.4 4.6 11.8 16.2 16.3 6.5 8.1 43.4 Prop In Lane 1.00 0.15 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 153 1125 602 105 1551 482 165 665 687 160 1319 588 V/C Ratio(X) 3.45 0.59 0.59 0.25 0.91 0.15 0.92 0.42 0.42 0.54 0.23 0.89 Avail Cap(c_a), veh/h 153 1125 602 165 1551 482 165 812 839 165 1625 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.0 38.9 39.0 62.9 47.0 35.5 63.0 32.5 32.5 61.0 30.2 41.3 Incr Delay (d2), s/veh 1119.6 2.3 4.2 0.4 9.8 0.7 46.3 0.7 0.7 1.7 0.1 12.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 80.7 15.0 16.3 1.6 24.0 3.4 12.0 11.6 11.9 5.5 6.4 26.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 1183.6 41.2 43.2 63.3 56.7 36.2 109.3 33.2 33.2 62.7 30.4 54.0 LnGrp LOS F D D E E D F C C E C D
Approach Vol, veh/h 1543 1515 717 908
Approach Delay, s/veh 431.8 55.9 49.3 47.1
Approach LOS F E D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.5 47.5 17.1 58.9 12.8 51.3 17.5 58.5 Change Period (Y+Rc), s 4.5 5.0 4.5 6.5 4.5 5.0 4.5 6.5 Max Green Setting (Gmax), s 12.0 30.5 13.0 64.0 13.0 29.5 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 39.4 8.5 18.3 4.0 24.7 13.8 45.4 Green Ext Time (p_c), s 0.0 0.0 0.0 6.8 0.0 3.4 0.0 6.6 Intersection Summary
HCM 6th Ctrl Delay 177.0
HCM 6th LOS F

HCM 6th Signalized Intersection Summary Existing Plus Conditions 4: San Marino Ave & Huntington Dr Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 442 1439 67 46 1006 58 50 270 70 190 540 451 Future Volume (veh/h) 442 1439 67 46 1006 58 50 270 70 190 540 451 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 480 1564 73 50 1093 63 54 293 76 207 587 490 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 153 1614 75 142 1618 502 145 1004 256 165 1313 586 Arrive On Green 0.09 0.32 0.32 0.08 0.32 0.32 0.08 0.36 0.36 0.09 0.37 0.37 Sat Flow, veh/h 1781 4999 233 1781 5106 1585 1781 2804 715 1781 3554 1585 Grp Volume(v), veh/h 480 1065 572 50 1093 63 54 184 185 207 587 490 Grp Sat Flow(s),veh/h/ln 1781 1702 1828 1781 1702 1585 1781 1777 1742 1781 1777 1585 Q Serve(g_s), s 12.0 43.2 43.2 3.7 26.1 4.0 4.0 10.4 10.7 13.0 17.5 39.5 Cycle Q Clear(g_c), s 12.0 43.2 43.2 3.7 26.1 4.0 4.0 10.4 10.7 13.0 17.5 39.5 Prop In Lane 1.00 0.13 1.00 1.00 1.00 0.41 1.00 1.00
Lane Grp Cap(c), veh/h 153 1099 590 142 1618 502 145 636 624 165 1313 586 V/C Ratio(X) 3.14 0.97 0.97 0.35 0.68 0.13 0.37 0.29 0.30 1.25 0.45 0.84 Avail Cap(c_a), veh/h 153 1099 590 165 1618 502 165 812 796 165 1625 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.0 46.7 46.7 61.0 41.6 34.0 60.9 32.2 32.3 63.5 33.3 40.3 Incr Delay (d2), s/veh 981.7 20.6 30.1 0.6 2.3 0.5 0.6 0.4 0.5 153.2 0.4 8.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 72.3 28.9 32.6 3.1 16.8 2.9 3.3 8.1 8.2 20.4 12.2 23.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 1045.7 67.3 76.9 61.6 43.9 34.5 61.5 32.6 32.7 216.7 33.7 48.6 LnGrp LOS F E E E D C E C C F C D
Approach Vol, veh/h 2117 1206 423 1284
Approach Delay, s/veh 291.7 44.1 36.3 68.9
Approach LOS F D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.5 49.4 17.5 56.6 15.6 50.2 15.9 58.2 Change Period (Y+Rc), s 4.5 5.0 4.5 6.5 4.5 5.0 4.5 6.5 Max Green Setting (Gmax), s 12.0 30.5 13.0 64.0 13.0 29.5 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 28.1 15.0 12.7 5.7 45.2 6.0 41.5 Green Ext Time (p_c), s 0.0 2.0 0.0 4.2 0.0 0.0 0.0 10.2 Intersection Summary
HCM 6th Ctrl Delay 154.0
HCM 6th LOS F

HCM 6th Signalized Intersection Summary Future Pre Project Conditions 4: San Marino Ave & Huntington Dr Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 498 911 49 24 1334 67 141 502 29 82 281 492 Future Volume (veh/h) 498 911 49 24 1334 67 141 502 29 82 281 492 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 541 990 53 26 1450 73 153 546 32 89 305 535 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 153 1604 86 105 1515 470 165 1300 76 160 1344 600 Arrive On Green 0.09 0.32 0.32 0.06 0.30 0.30 0.09 0.38 0.38 0.09 0.38 0.38 Sat Flow, veh/h 1781 4961 265 1781 5106 1585 1781 3412 200 1781 3554 1585 Grp Volume(v), veh/h 541 679 364 26 1450 73 153 284 294 89 305 535 Grp Sat Flow(s),veh/h/ln 1781 1702 1823 1781 1702 1585 1781 1777 1834 1781 1777 1585 Q Serve(g_s), s 12.0 23.6 23.7 2.0 39.0 4.8 11.9 16.5 16.5 6.7 8.2 44.3 Cycle Q Clear(g_c), s 12.0 23.6 23.7 2.0 39.0 4.8 11.9 16.5 16.5 6.7 8.2 44.3 Prop In Lane 1.00 0.15 1.00 1.00 1.00 0.11 1.00 1.00
Lane Grp Cap(c), veh/h 153 1101 589 105 1515 470 165 677 699 160 1344 600 V/C Ratio(X) 3.54 0.62 0.62 0.25 0.96 0.16 0.92 0.42 0.42 0.56 0.23 0.89 Avail Cap(c_a), veh/h 153 1101 589 165 1515 470 165 812 839 165 1625 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.0 40.0 40.0 62.9 48.3 36.3 63.0 31.9 31.9 61.0 29.6 40.8 Incr Delay (d2), s/veh 1160.7 2.6 4.8 0.4 14.9 0.7 47.8 0.7 0.7 2.1 0.1 13.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 83.1 15.6 17.0 1.6 25.7 3.5 12.1 11.7 12.1 5.6 6.4 26.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 1224.7 42.6 44.9 63.3 63.3 37.0 110.9 32.6 32.6 63.1 29.7 54.0 LnGrp LOS F D D E E D F C C E C D
Approach Vol, veh/h 1584 1549 731 929
Approach Delay, s/veh 446.9 62.0 49.0 46.9
Approach LOS F E D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.5 46.5 17.1 59.9 12.8 50.3 17.5 59.5 Change Period (Y+Rc), s 4.5 5.0 4.5 6.5 4.5 5.0 4.5 6.5 Max Green Setting (Gmax), s 12.0 30.5 13.0 64.0 13.0 29.5 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 41.0 8.7 18.5 4.0 25.7 13.9 46.3 Green Ext Time (p_c), s 0.0 0.0 0.0 7.0 0.0 2.8 0.0 6.6 Intersection Summary
HCM 6th Ctrl Delay 184.3
HCM 6th LOS F

HCM 6th Signalized Intersection Summary Future Pre Project Conditions 4: San Marino Ave & Huntington Dr Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 454 1472 67 47 1030 60 50 277 71 194 551 463 Future Volume (veh/h) 454 1472 67 47 1030 60 50 277 71 194 551 463 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 493 1600 73 51 1120 65 54 301 77 211 599 503 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 153 1577 72 143 1580 490 145 1028 259 165 1340 598 Arrive On Green 0.09 0.31 0.31 0.08 0.31 0.31 0.08 0.37 0.37 0.09 0.38 0.38 Sat Flow, veh/h 1781 5005 228 1781 5106 1585 1781 2812 708 1781 3554 1585 Grp Volume(v), veh/h 493 1088 585 51 1120 65 54 188 190 211 599 503 Grp Sat Flow(s),veh/h/ln 1781 1702 1829 1781 1702 1585 1781 1777 1743 1781 1777 1585 Q Serve(g_s), s 12.0 44.1 44.1 3.8 27.2 4.1 4.0 10.5 10.8 13.0 17.7 40.5 Cycle Q Clear(g_c), s 12.0 44.1 44.1 3.8 27.2 4.1 4.0 10.5 10.8 13.0 17.7 40.5 Prop In Lane 1.00 0.12 1.00 1.00 1.00 0.41 1.00 1.00
Lane Grp Cap(c), veh/h 153 1072 576 143 1580 490 145 650 637 165 1340 598 V/C Ratio(X) 3.23 1.01 1.02 0.36 0.71 0.13 0.37 0.29 0.30 1.28 0.45 0.84 Avail Cap(c_a), veh/h 153 1072 576 165 1580 490 165 812 797 165 1625 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.0 48.0 48.0 61.0 42.8 34.8 60.9 31.5 31.6 63.5 32.7 39.8 Incr Delay (d2), s/veh 1019.8 31.2 41.3 0.6 2.7 0.6 0.6 0.4 0.4 162.5 0.4 8.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 74.6 31.5 35.4 3.1 17.5 3.1 3.3 8.2 8.3 21.1 12.3 24.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 1083.8 79.1 89.3 61.5 45.5 35.4 61.5 31.9 32.1 226.0 33.1 48.6 LnGrp LOS F F F E D D E C C F C D
Approach Vol, veh/h 2166 1236 432 1313
Approach Delay, s/veh 310.6 45.6 35.7 70.0
Approach LOS F D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.5 48.3 17.5 57.7 15.7 49.1 15.9 59.3 Change Period (Y+Rc), s 4.5 5.0 4.5 6.5 4.5 5.0 4.5 6.5 Max Green Setting (Gmax), s 12.0 30.5 13.0 64.0 13.0 29.5 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 29.2 15.0 12.8 5.8 46.1 6.0 42.5 Green Ext Time (p_c), s 0.0 1.1 0.0 4.4 0.0 0.0 0.0 10.2 Intersection Summary
HCM 6th Ctrl Delay 162.5
HCM 6th LOS F

HCM 6th Signalized Intersection Summary Future With Project Conditions 4: San Marino Ave & Huntington Dr Weekday AM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 499 913 49 24 1337 67 143 502 29 82 281 494 Future Volume (veh/h) 499 913 49 24 1337 67 143 502 29 82 281 494 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 542 992 53 26 1453 73 155 546 32 89 305 537 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 153 1599 85 105 1510 469 165 1304 76 160 1348 601 Arrive On Green 0.09 0.32 0.32 0.06 0.30 0.30 0.09 0.38 0.38 0.09 0.38 0.38 Sat Flow, veh/h 1781 4962 265 1781 5106 1585 1781 3412 200 1781 3554 1585 Grp Volume(v), veh/h 542 680 365 26 1453 73 155 284 294 89 305 537 Grp Sat Flow(s),veh/h/ln 1781 1702 1823 1781 1702 1585 1781 1777 1834 1781 1777 1585 Q Serve(g_s), s 12.0 23.7 23.7 2.0 39.2 4.8 12.1 16.4 16.5 6.7 8.2 44.5 Cycle Q Clear(g_c), s 12.0 23.7 23.7 2.0 39.2 4.8 12.1 16.4 16.5 6.7 8.2 44.5 Prop In Lane 1.00 0.15 1.00 1.00 1.00 0.11 1.00 1.00
Lane Grp Cap(c), veh/h 153 1097 587 105 1510 469 165 679 701 160 1348 601 V/C Ratio(X) 3.55 0.62 0.62 0.25 0.96 0.16 0.94 0.42 0.42 0.56 0.23 0.89 Avail Cap(c_a), veh/h 153 1097 587 165 1510 469 165 812 839 165 1625 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.0 40.2 40.2 62.9 48.5 36.4 63.1 31.8 31.8 61.0 29.5 40.8 Incr Delay (d2), s/veh 1163.6 2.6 4.9 0.4 15.8 0.7 51.1 0.7 0.7 2.1 0.1 13.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 83.3 15.6 17.1 1.6 25.9 3.5 12.4 11.7 12.0 5.6 6.4 26.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 1227.6 42.8 45.1 63.3 64.3 37.1 114.2 32.5 32.5 63.1 29.6 54.0 LnGrp LOS F D D E E D F C C E C D
Approach Vol, veh/h 1587 1552 733 931
Approach Delay, s/veh 448.0 63.0 49.8 46.9
Approach LOS F E D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.5 46.4 17.1 60.0 12.8 50.1 17.5 59.6 Change Period (Y+Rc), s 4.5 5.0 4.5 6.5 4.5 5.0 4.5 6.5 Max Green Setting (Gmax), s 12.0 30.5 13.0 64.0 13.0 29.5 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 41.2 8.7 18.5 4.0 25.7 14.1 46.5 Green Ext Time (p_c), s 0.0 0.0 0.0 7.0 0.0 2.7 0.0 6.6 Intersection Summary
HCM 6th Ctrl Delay 185.1
HCM 6th LOS F

HCM 6th Signalized Intersection Summary Future With Project Conditions 4: San Marino Ave & Huntington Dr Weekday PM Peak Hour
San Marino Center Improvement Project 1-21-4416-1 Synchro 11 Report LLG Engineers 08/03/2021
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 456 1475 68 47 1033 60 51 277 71 194 551 465 Future Volume (veh/h) 456 1475 68 47 1033 60 51 277 71 194 551 465 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 496 1603 74 51 1123 65 55 301 77 211 599 505 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 153 1568 72 143 1572 488 146 1032 260 165 1343 599 Arrive On Green 0.09 0.31 0.31 0.08 0.31 0.31 0.08 0.37 0.37 0.09 0.38 0.38 Sat Flow, veh/h 1781 5002 231 1781 5106 1585 1781 2812 708 1781 3554 1585 Grp Volume(v), veh/h 496 1091 586 51 1123 65 55 188 190 211 599 505 Grp Sat Flow(s),veh/h/ln 1781 1702 1829 1781 1702 1585 1781 1777 1743 1781 1777 1585 Q Serve(g_s), s 12.0 43.9 43.9 3.8 27.3 4.1 4.1 10.5 10.8 13.0 17.7 40.7 Cycle Q Clear(g_c), s 12.0 43.9 43.9 3.8 27.3 4.1 4.1 10.5 10.8 13.0 17.7 40.7 Prop In Lane 1.00 0.13 1.00 1.00 1.00 0.41 1.00 1.00
Lane Grp Cap(c), veh/h 153 1067 573 143 1572 488 146 652 640 165 1343 599 V/C Ratio(X) 3.25 1.02 1.02 0.36 0.71 0.13 0.38 0.29 0.30 1.28 0.45 0.84 Avail Cap(c_a), veh/h 153 1067 573 165 1572 488 165 812 797 165 1625 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.0 48.1 48.1 61.0 43.0 35.0 60.9 31.4 31.5 63.5 32.6 39.7 Incr Delay (d2), s/veh 1028.6 33.2 43.4 0.6 2.8 0.6 0.6 0.4 0.4 162.5 0.4 8.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 75.1 31.8 35.8 3.1 17.6 3.1 3.4 8.2 8.3 21.1 12.3 24.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 1092.6 81.3 91.4 61.5 45.8 35.5 61.5 31.8 31.9 226.0 33.0 48.6 LnGrp LOS F F F E D D E C C F C D
Approach Vol, veh/h 2173 1239 433 1315
Approach Delay, s/veh 314.9 45.9 35.6 69.9
Approach LOS F D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.5 48.1 17.5 57.9 15.7 48.9 16.0 59.4 Change Period (Y+Rc), s 4.5 5.0 4.5 6.5 4.5 5.0 4.5 6.5 Max Green Setting (Gmax), s 12.0 30.5 13.0 64.0 13.0 29.5 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 29.3 15.0 12.8 5.8 45.9 6.1 42.7 Green Ext Time (p_c), s 0.0 1.0 0.0 4.4 0.0 0.0 0.0 10.2 Intersection Summary
HCM 6th Ctrl Delay 164.4
HCM 6th LOS F

STRATEGIC PLAN CRITICAL SUCCESS FACTORS
• Efficient, Responsive, and Effective City Services
• Safe Community
• Fiscally Responsible and Transparent City Government

BACKGROUND
The San Marino Police Officers Association ("SMPOA") is the exclusive representative for nonmanagement classifications in the City's Police Department, including Police Officers and Police Sergeants. The City and SMPOA are subject to a current Memorandum of Understanding, which is set to expire on June 30, 2022.

The COVID-19 pandemic began spreading into the United States in early 2020, with increasing speed in March 2020. On March 4, 2020, Governor Newsom declared a state of emergency in California. On March 19, 2020, Governor Newsom issued an Executive Order, instituting a shelter-in-place mandate statewide with limited exceptions. While the State entered a multitier reopening stage in mid-2020, a seasonal surge in case infection and hospitalization rates in late 2020 led Governor Newsom to impose a limited stay at home order on November 16, 2020.

The FDA provided emergency use authorization to three different vaccines against COVID-19 in late 2020. Starting in early 2021, individuals in California began receiving applicable doses of one of the three FDA-approved COVID-19 vaccines. The decision to obtain a COVID-19 vaccine remained voluntary at that time.

TO: Mayor and City Council
FROM: Marcella Marlowe, Ph.D., City Manager
BY: Steve A. Filarsky, Labor Relations Counsel
DATE: January 12, 2022
SUBJECT: ADOPTION OF RESOLUTION NO. R-22-02, ACCEPTING THE

ADVISORY RECOMMENDATION OF THE ARBITRATOR

REGARDING A MANDATORY VACCINE MANDATE FOR

EMPLOYEES REPRESENTED BY THE SAN MARINO POLICE
OFFICERS ASSOCIATION ("SMPOA")
Susan Jakubowski, Mayor
Steve Talt, Vice Mayor
Steven W. Huang, DDS, Council Member
Gretchen Shepherd Romey, Council Member
Ken Ude, Council Member

In the summer of 2021, several factors led government agencies and public health authorities to reconsider whether to adopt mandatory COVID-19 vaccination mandates. Among others, a persistent variant of the initial COVID-19 virus (the “Delta variant”) emerged, which led to an increase in case infection rates—among vaccinated persons, and particularly among unvaccinated persons. Now the Omicron variant is rampant.

On August 16, 2021 the Police Officers Research Association of California ("PORAC") issued a "Membership Update E-Blast" entitled "LDF Joint Attorney Opinion on Vaccine Mandates" (attached). The opinion was signed by virtually every law firm representing Police Officers in the State of California, including Rains, Lucia, Stern, St. Phalle & Silver, the law firm representing the SMPOA in this matter. The opinion concluded:
"Employees are not being forced to take the vaccine. They can freely choose not to take the vaccine. Moreover, the employer is not testing the vaccine on its employees. Human testing occurred before the vaccine was authorized for emergency use. Pfizer and other pharmaceutical companies tested vaccines on human subjects. Those human subjects gave their consent to be tested. An example of forced human testing would look like the following: co-workers come into your office, hold you down, and jab you with the vaccine without consent. That is not happening here. Your employer is mandating the vaccine to keep others safer. If you do not want to take the vaccine, you do not have to take the vaccine. However, the employer may terminate you because you are not abiding by the conditions of your employment." [emphasis added] On August 12, 2021 the City and SMPOA first met to discuss a vaccine policy. Representing the City were then-Human Resources Manager Scott Pilch ("Pilch") and then-Community Engagement Manager Amanda Fowler ("Fowler"). The SMPOA was represented by SMPOA President Naved Qureshi ("Qureshi") and SMPOA Secretary Candice Torres ("Torres").

On September 1, 2021 the City Council confirmed the City's decision to require COVID-19 vaccinations for all City employees. The City Council directed City staff to undertake any required bargaining concerning the "effects" of this requirement with represented employee groups, including SMPOA.

On September 8, 2021 the City and SMPOA met again. The City was represented by Steve A.

Filarsky ("Filarsky"), attorney; the Association was represented by Jacob Kalinski ("Kalinski"), attorney. The City and the SMPOA met again on September 15, 2021. On October 5, 2021 the City and the Association met again. At that meeting, the City declared impasse.

Sections 18.14 and 18.15 of the City's Personnel Rules set forth the City's "Impasse Procedure".

Section 18.15 provides for "advisory arbitration." The impasse procedure pre-dates the factfinding process set forth in Government Code Section 3505.4. The SMPOA decided to pursue both advisory arbitration and fact finding. Section 18.15(A) provides:

"Either party may request in writing of the other party no more than ten (10) calendar days following the agreement that an impasse exists, that advisory arbitration be entered into."
SMPOA made such a request.

In 2011 the California Legislature implemented "fact-finding" for agencies (such as the City) subject to the Meyers-Milias-Brown Act (Government Code Section 3500, et. seq.) Government Code Section 3505.4 provides in part:
"If the dispute was not submitted to mediation, an employee organization may request that the parties’ differences be submitted to a factfinding panel not later than 30 days following the date that either party provided the other with a written notice of a declaration of impasse."
SMPOA made such a request. That process is now scheduled for February 11 and February 16, 2022.

Currently, members of the SMPOA are the only City employees for which a vaccine mandate is not in effect.

Advisory arbitration proceedings were conducted on December 11, 2021. On December 22, 2021, the advisory arbitrator issued his recommendation (attached) stating in part:
"That the City in its mandated vaccination policy provide language that employees may request an exemption from vaccination for religious and medical reasons and that the City will make an individualized consideration of each employee's request for a reasonable accommodation."
The arbitrator rejected SMPOA's current position1 that anyone with a medical or religious exemption must be guaranteed testing as an alternative to vaccination.

Section 18.15 of the City's Personnel Rules provides in part:
"F. The arbitrator shall prepare a report stating his findings and recommendations. A copy of said report shall be presented to both parties with ten (10) calendar days of the completion of the hearings and proceedings.

G. The City and the organization shall meet and confer to resolve the impasse based on the findings of the arbitrator. Should the parties be

1 At the time impasse was declared, SMPOA's position was that testing was an alternative to vaccination. At arbitration, SMPOA "stepped back" from this position. SMPOA's revised position at arbitration was that anyone with a medical or religious exemption must be guaranteed testing.

unable to resolve the impasse, the arbitrator's advisory report shall be presented to the City Council.

H. The City Council shall act on the issue of impasse no later than its next regular meeting. The decision of the Council shall be final and binding on both parties."

DISCUSSION
Having exhausted the meet and confer process and the advisory arbitration process, it is now appropriate that City Council adopt the arbitrator's recommendation to implement a City mandatory vaccine policy for SMPOA that does not provide for ongoing testing and masking for those who voluntarily choose not to get vaccinated (absent a valid medical or religious exemption that can be accommodated by the City).

The final policy cannot be implemented until the conclusion of the fact finding process set forth above.

Attached is a Resolution for your adoption.

FISCAL IMPACT & PROCUREMENT REVIEW
None.

LEGAL REVIEW
This staff report and resolution have been reviewed by the City Attorney and approved as to form.

RECOMMENDATION
Staff recommends that the City Council adopt the attached Resolution, "Accepting the Advisory Recommendation of the Arbitrator Regarding a Mandatory Vaccine Mandate for Employees Represented by the San Marino Police Officers Association." If the City Council concurs with staff’s recommendation, an appropriate motion would be:
“I move to adopt Resolution No. R-22-02, Accepting the Advisory Recommendation of the Arbitrator Regarding a Mandatory Vaccine Mandate for Employees Represented by the San Marino Police Officers Association.”

ATTACHMENTS

1. Resolution No. R-22-02

2. August 16, 2021 PORAC Membership Update E-Blast

3. December 22, 2021 Advisory Recommendation of Arbitrator Herman Torosian

RESOLUTION NO. R-22-02

A RESOLUTION OF THE CITY OF SAN MARINO ACCEPTING THE

ADVISORY RECOMMENDATION OF THE ARBITRATOR REGARDING

A MANDATORY VACCINE MANDATE FOR EMPLOYEES

REPRESENTED BY THE SAN MARINO POLICE OFFICERS
ASSOCIATION ("SMPOA").

WHEREAS, the San Marino Police Officers Association ("SMPOA") is the exclusive representative for non-management classifications in the City's Police Department, including Police Officers and Police Sergeants. The City and SMPOA are subject to a current Memorandum of Understanding, which is set to expire on June 30, 2022.

WHEREAS, on August 12, 2021 the City and SMPOA first met to discuss a vaccine policy.

On September 1, 2021 the City Council confirmed the City's decision to require COVID-19 vaccinations for all City employees. The City Council directed City staff to undertake any required bargaining concerning the "effects" of this requirement with represented employee groups, including SMPOA. On September 8, 2021 the City and SMPOA met again. The City and the SMPOA met again on September 15, 2021. On October 5, 2021 the City and the Association met again. At that meeting, the City declared impasse.

WHEREAS, Sections 18.14 and 18.15 of the City's Personnel Rules set forth the City's "Impasse Procedure". Section 18.15 provides for "advisory arbitration." The impasse procedure pre-dates the fact-finding process set forth in Government Code Section 3505.4. The SMPOA decided to pursue both advisory arbitration and fact finding. Section 18.15(A) provides:
"Either party may request in writing of the other party no more than ten (10) calendar days following the agreement that an impasse exists, that advisory arbitration be entered into."
SMPOA made such a request.

WHEREAS, in 2011 the California Legislature implemented "fact-finding" for agencies (such as the City) subject to the Meyers-Milias-Brown Act (Government Code Section 3500, et. seq.) Government Code Section 3505.4 provides in part:
"If the dispute was not submitted to mediation, an employee organization may request that the parties’ differences be submitted to a factfinding panel not later than 30 days following the date that either party provided the other with a written notice of a declaration of impasse."
SMPOA made such a request. That process is now scheduled for February 11 and February 16, 2022.

WHEREAS, currently, members of the SMPOA are the only City employees for which a vaccine mandate is not in effect.

WHEREAS, advisory arbitration proceedings were conducted on December 11, 2021. On December 22, 2021, the advisory arbitrator issued his recommendation stating in part:
"That the City in its mandated vaccination policy provide language that employees may request an exemption from vaccination for religious and medical reasons and that the City will make an individualized consideration of each employee's request for a reasonable accommodation."
The arbitrator rejected SMPOA's current position that anyone with a medical or religious exemption must be guaranteed testing as an alternative to vaccination.

WHEREAS, Section 18.15 of the City's Personnel Rules provides in part:
"F. The arbitrator shall prepare a report stating his findings and recommendations. A copy of said report shall be presented to both parties with ten (10) calendar days of the completion of the hearings and proceedings.

G. The City and the organization shall meet and confer to resolve the impasse based on the findings of the arbitrator. Should the parties be unable to resolve the impasse, the arbitrator's advisory report shall be presented to the City Council.

H. The City Council shall act on the issue of impasse no later than its next regular meeting. The decision of the Council shall be final and binding on both parties."
NOW, THEREFORE, BE IT RESOLVED:

1. The December 22, 2021 advisory recommendation of the arbitrator is accepted.

2. The City will proceed with fact finding on February 11 and February 16, 2022.

PASSED, APPROVED AND ADOPTED, at a meeting of the City Council of the City of San Marino, California, on the 12th day of January, 2022. ______________________________

SUSAN JAKUBOWSKI, MAYOR
ATTEST:
_______________________________

CHRISTINA BAKER, CITY CLERK

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES )ss.

CITY OF SAN MARINO )
I, Christina Baker, City Clerk of the City of San Marino, California, hereby certify that Resolution No. R-22-02 was adopted by the City Council of San Marino at a regular meeting held on the 12th day of January, 2022, and that the same was adopted by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
________________________________

CHRISTINA BAKER, CITY CLERK

CITY OF SAN MARINO

THIS PAGE LEFT BLANK INTENTIONALLY

Member Update - LDF Joint Attorney Opinion on Vaccine Mandates August 16, 2021
SHARF:

Join Our Email List
View as Webf}_agfl..
�.lllHIDP>
.· . A' E
l A
8/18/21, 3:27 Pl
_;,

Member Update - LDF Joint Attorney Opinion on Vaccine Mandates 8/18/21, 3:27 PM Dear Members,
PORAC and LDF are very much aware of the recent vaccine mandates being issued in many jurisdictions, ranging from a mixed mandate (with regular testing as an alternative) to outright full mandatory vaccinations for law enforcement.

PORAC Legal Defense Fund, as the largest and most prominent legal fund for public safety personnel, realizes that it has an obligation to proactively delve into these issues on behalf of the more than 140,000 members across the nation. Recognizing the sensitive and personal issues that come from a decision to be vaccinated, we reached out to our experienced and knowledgeable panel attorneys to advise us, and you, on the current state of the law in order to determine whether PORAC and LDF could launch a successful legal challenge to these mandates. As you can see from the attached legal position letter our attorneys have collectively prepared, they are of the unanimous opinion that our options are extremely limited and any fight is quite unlikely to be successful.

While the LDF Board of Trustees will not address this issue until an appeal comes before it, we want you to know that the LDF Plan Document sets forth several exclusions which will likely preclude LDF coverage to fight an administrative separation from employment arising from a refusal to be vaccinated.

Sincerely,
'Fred 'Rowbotha1n
PORAC LDF Chairman
'Brian 'R. -Marve(
PORAC President
· ·· C Legal Det�,nse
-­
o -, 1 Jn P .. '.Jer - ac ,A e _
PORAC LDF Members:
.I

Member Update - LDF Joint Attorney Opinion on Vaccine Mandates 8/18/21, 3:27 Ptv ..----....

With the recent rise in COVID-19 cases, states are mandating public employees to eitl1er get vaccinated or submit to regular COVID-19 testing. President Biden announced a similar vaccine mandate for all federal workers Law firms have fielded multiple inquiries about your employers mandating the vaccine. The first question is: Can you be terminated if you refuse to get the vaccine? The short answer is yes. Law firms will face an uphill battle trying to defeat vaccine mandates because vaccine mandates have been legal since the beginning of the 20th Century. This letter addresses the current law on vaccine mandates and related issues.

States/Local Governments Can Mandate Vaccinations
Over 100 years ago, the Supreme Court decided that states can mandate that their citizens get vaccinated. In Jacobson v. Commonwealth of Massachusetts ( 1905) 197 U.S. 11, the Court upheld a local law in Cambridge, Massachusetts requiring inl1abitants receive the smallpox vaccine. The Court's ruling relied on the principles that an individual's right to liberty and bodily autonomy is not absolute, and that states have the authority to take actions necessary to protect the health and wellbeing of their citizens (commonly referred to as states' "police powers").

The Supreme Court did not revisit government-mandated vaccinations again until 1922 in Zucht v. King (1922) 260 U.S. 174. The Zucht Court held that mandating vaccines for only one group of people (in this case school children), did not violate individuals' Fourteenth Amendment rights to due process or equal protection. This same logic would likely apply to a mandate that first responders or public safety officers be vaccinated, even if the same requirement is not applied to the general public.

On August 12, 2021, U.S. Supreme Court Justice Barrett refused to block Indiana State University's COVID-19 vaccine mandate. (Docket No. 21 A 15). Eight students sought an emergency appeal of a ruling upholding the efficacy of Jacobson. Klaassen v. Trustees of Indiana University (7th Cir., Aug. 2, 2021, No. 21-2326) 2021 WL 3281209.

Interestingly, the Seventh Circuit noted, "this case is easier than Jacobson for the University, for two reasons." First, Jacobson sustained a vaccination requirement without any exceptions for adults, whereas the university permitted religious and medical exceptions. Second, the mandate did not apply to the entire public but was only a condition of attending the university. The Court further noted that universities have many conditions of enrollment that individuals may not like, and students who do not wish to be vaccinated have ample educational opportunities elsewhere.

Multiple California appellate courts have upt1eld Jacobson and Zucht, ruling that when it comes to mandatory vaccinations, finding the need for public safety outweighs individuals' rights to privacy or bodily autonomy. In Brown v. Smith (2018) 24 Cal.App.5th 1135 and Love v. State Dept. of Education (2018) 29 Cal.App.5th 980, California appellate courts upheld Senate Bill No. 277, which repealed the personal belief exemption to California's immunization requirements for school children. Thus, the courts limited the exemptions available (once full FDA approval is received) to: 1) a sincerely held religious belief, practice or observation; or 2) a medical accommodation.

Me
_
mber Update - LDF Joint Attorney Opinion on Vaccine Mandates 8/18/21, 3:27 PM .----..,_ In the Texas case, Bridges v. Houston Methodist Hospital (S.D. Tex., June 12, 2021, No .

CV H-21-1774) 2021 WL 2399994, Houston Methodist Hospital implemented a policy requiring staff to be vaccinated or face termination. A number of employees sued claiming wrongful termination after they refused to be vaccinated. The court cited Jacobson as proof that an employer can mandate vaccines. The court also dismissed the employees' arguments that the COVID-19 vaccine was distinguishable because it had only received "emergency" approval. The court concluded: "Bridges can freely choose to accept or refuse a COVID-19 vaccine; however, if she refuses, she will simply need to work somewhere else ... Every employment includes limits on the worker's behavior in exchange for his remuneration. That is all part of the bargain." (Id. at p. *2.) It is important to note that this case dealt with a private employer. However, the rationale is applicable to public employers and employees.

California courts will most likely uphold COVID~ 19 vaccine mandates as well. In December 2020, the Alameda County Superior Court upheld the University of California's flu vaccine mandate because it was "narrowly tailored" to reduce transmission of the flu. The court reiterated that there was no case in which a court struck down a mandatory vaccine imposed as a condition of attending school or college, as a condition of access to property for the purpose of employment, or as violating bodily autonomy.
---. It is well-settled law that governments can mandate that employees be vaccinated.

However, this authority is not absolute. Government employers may still be required to make accommodations for people with medical conditions that make vaccination a risk or for people with sincere religious beliefs. These narrow exemptions are discussed below.

Medical Exemption
An individual that suffers adverse medical consequences-such as an allergic reactionto vaccinations may be entitled to a reasonable accommodation under Hie ADA and FEHA.

The ADA and FEHA require that employers provide a reasonable accommodation for an employee's disability. The employee must first put their employer on notice and request accommodation to begin an interactive process. In addition, employees must put forward medical documentation to substantiate their claim of a disability.

Religious Exemption
Individuals with sincerely held religious objections to the COVID-19 vaccine may also seek a religious accommodation to a vaccination requirement under Title VI I of the Civil Rights Act.

An employer must make reasonable accommodations for employees sincerely held religious beliefs unless an employer demonstrates that he is unable to reasonably accommodate ... without undue hardship on the conduct of the employer's business.

Thus, an employer is obligated to try to reasonably accommodate an employee's

Member Update - LDF Joint Attorney Opinion on Vaccine Mandates 8/18/21, 3:27 PM religious beliefs to the extent it does not cause an undue hardship on the business, and failure to do so violates Title VII. This does not mean that the employer is required to offer an employee his or her preferred accommodation. Rather, the accommodation offered simply must be reasonable. Thus, if the employee does not accept tt1e reasonable accommodation, the employee may be terminated.

Right to Bargain over the Impacts and Effects of Mandatory Vaccinations While mandating vaccination is legal, the impacts and effects of such a decision fall within the scope of bargaining. PERS recently held the decision to adopt an influenza vaccination policy was outside the scope of representation because the need to protect public health was not amenable to collective bargaining or, alternatively, outweighed the benefits of bargaining over the policy. However, the University's implementation of the vaccination policy constituted a unilateral change, in violation of HEERA, because the University was not privileged to implement the policy before completing negotiations over its effects. (Regents of the University of California (2021) PERB Decision No. 2783-H.) The University had not met and conferred in good faith before implementation of the policy.

Labor leaders should demand to bargain over the impacts and effects of any vaccination policy. And, if the failure to get vaccinated could lead to discipline, the policy itself may be subject to decision bargaining. Employers must provide notice and opportunity to meet and confer prior to mandating vaccines. Employers can offer employees incentives � to get vaccines, but it cannot be so large that it is coercive. ,..--..__
Vaccine Mandates are Not Forced Medical Experiments or Human Testing An employer cannot be criminally liable for mandating vaccines. Only the person who is primarily responsible for the conduct of a medical experiment and who willfully fails to obtain the subject's informed consent and thereby exposes a subject to a known substantial risk of serious injury shall be guilty of a misdemeanor punishable by imprisonment in the county jail for a period not to exceed one year or a fine of fifty thousand dollars ($50,000), or both. (H&S Code§ 24176.) Employees are not being forced to take the vaccine. They can freely choose not to take the vaccine. Moreover, the employer is not testing the vaccine on its employees. Human testing occurred before the vaccine was authorized for emergency use. Pfizer and other pharmaceutical companies tested vaccines on human subjects. Those human subjects gave their consent to be tested. An example of forced human testing would look like the following: co-workers come into your office, hold you down, and jab you with the vaccine without consent. That is not happening here. Your employer is mandating the vaccine to keep others safer. If you do not want to take the vaccine, you do not have to take the vaccine. However, the employer may terminate you because you are not abiding by the conditions of your employment.

David E. Mastagni
Mastagni Hofstedt A.PC.

Timothy Talbot Rick Pinckard
Rains, Lucia, Stem, St. Phalle & Bobbitt Pinckard & Fields, APC Silver

THIS PAGE LEFT BLANK INTENTIONALLY

RF'.FOK: lHl::. ARBITRATOR
In he \falter of the J\d, i.::;or) Arbitration
or a Dispute 13rl \,c· ·n
, ',\ . MARI. 0 POLICL OFFICER. A. socrATION
;_md
CITY OF k A IARl�O
. \ l'arn.nces:

C ... M.C. .. Case.;. RH-21-0149
Rains Lucia 'tern St. Phall & 'ihcr. PC. Attorneys at L,rn, by l'yt�. Ja o_b A Kalinski. 16130 Vcnnim Bt ule\arJ. .. uite 600, F.ncino. California 9J,.r'6. nppLaring 011 behalf of the- nion.
_jr. :·1cvc S Fi larsh. ttorney at La,i.,·. l 441 Ninct("nth Str�et. Manhattan Beach. 'alif miu 90266. appearing on b"halfofthc L:mployer.

Pur u· nt t Se tions 18. l-t and 18.15 uf the Cit� ·s Personnel Rules. , an J\ f arino Police Ulfo.: rs . ssoci. tion. hereinafter rd
C
'rr c..l to :.ts lhe POA or ssor.:iation. and City of San Marino. heri:inaner ref err .d to as the Cit). the u11dersiJ11ed wa selecled to serve as Arbitrator of the abon:-r frrem:e mauer. flearing. was held on Dt' ember 13, 20� I. in � un Marin>. California. at \ hich time the parties pr "' cmcd . t ch rcsti.mony. \.'xhibit.· and other evidence ti.· \>va · relevant LO the di-_putc. f h1: pa.nit·s made ch sing ar�ument� at th1: onclusion of the hearing. at which time the record was los d.

F.\C l"S:
fhc Cit� of '.: n Mariuo (Cit) has a pupulalion or apprn, imalely 1 �' .000. mong lhe ::-.t:f\ kc prO\ iJed to -its n.:-.idenL, i-. puhlic . nfcty: police :ind fi.n.: protection. The Police Dep·.:irtment u1 r�utl� h·. 14 nffict::rs \vho 'lri;! repre;:;entecJ by 1he .~an \11arino Poli e Officers Association (POI\).

ma king as a re-a onable n c<.lmmodation for medical and religious exemp1ions or automatic approq1l or ·,m1� a!; rea ·omhle accommodation for c.x mption . the Arbilrator would re ·ommenJ aut matic appro\·al hasc<l on lhi: appropriate comparablcs1 • However. the Cit)
Managa testified and committed that the Cit) \1,:ill consider exempt.ion rt;qu _ ts a.nd re,1sonable acct mm >Jation'-> un a ca:--e-by-ca 'cha i . l'hc Arbitrator finds the City I\ tanager·. k timon)- to h' i11 ere and in good faith: that the Cit.y \\ ill no1 automatically deny te ·ting and n asking as a rea. trnahh: ac<.:( mmodatinn. Based on - mi.:, it i th� Arbitrator's opinion i.hat the Cit) re ain its ri�ht to d tc-nninc rc-asom blcncss for exemplions n a ca::,t.:-by-casc basis inslea<l t>f ha\ ing the Arbitr· tor re omm-!nd lhat in all cm,c� testing and ma ·king is a rea..c:;onable acconunt dation. l 'llirn, r ---
1�. th history o · the Cit>·.· ecisions r�garding exemption: \\,ill dct rmine if it ha_· complied with ils 1)hlig.a1ion und�r lav\ to pr vide reasonable accommodations to cmplc vc-cs for rdigi iw, and medical r'a_ons.

The PO. fur h 'r :1rgu · that the .i1y doe:- nm have a plan in place i r 11 of the '.24 police ol'liL:crs an.: tcrminnted or transkr. fhi..: Arhitrator a�rrees that the impact on the Ct'rlployer's ;.ibility lo prm i<le it: su, ices rmt) be a factor ill determining rt!'asonablent..'ss of accommodation. bul lhis is for the employer w decide. Furthcr. in lhi · l'.'asc. rbc impact is unclear. There are 11 poliCt: ofliccr. not \a cinated. bul no un , kn ws how mam- arc- unvaccimitl!<l hccausc of rc-ligiou · or medicJI re:.i.·ons.

Ba::,cd on the abow facts ,md discus. ion Lhc on. the Arbitrator render· the ft,Ho,\ ing ,\D\'l ·oRY RFCO:\�YIF.. D. TIQ
1 The Arbitrator notes that in · nteresl. arhitrotion one of the important factor consideri.:d in d1..·tc11nining t11e reasonahlene.s ofth par1ie�· positi ,ns n issu� i appropri::n, comparnbfes.

STRATEGIC PLAN CRITICAL SUCCESS FACTORS
• Efficient, Responsive, and Effective City Services
• Fiscally Responsible and Transparent City Government

BACKGROUND & DISCUSSION
The City publishes a report on total disbursements each month pursuant to Government Code Sections 37202 and 37208.

There are three source points for disbursement: (1) items disbursed from the City’s General Checking account, including electronic funds transfers (EFTs); (2) items disbursed from the City’s Workers’ Compensation Account (collaboratively managed by City staff and the workers’ compensation third-party administrator); and (3) items disbursed through the payroll process, inclusive of direct deposit transfers to employees, hardcopy checks issued to employees, and electronic transfers to State and Federal taxing authorities.

FISCAL IMPACT & PROCUREMENT REVIEW
Procurement review is not applicable.

TO: Mayor and City Council
FROM: Marcella Marlowe, Ph.D., City Manager
BY: Paul Chung, Finance Director
Mark Siegfried, Accounting Manager/Controller
DATE: January 12, 2022
SUBJECT: RECEIVE AND FILE MONTHLY DISBURSEMENTS REPORT FOR DECEMBER 2021
Susan Jakubowski, Mayor
Steve Talt, Vice Mayor
Steven W. Huang, DDS, Council Member
Gretchen Shepherd Romey, Council Member
Ken Ude, Council Member

DECEMBER 2021 DISBURSEMENTS SUMMARY
EXPENDITURES BY MONTH – PAST SIX MONTHS VERSUS PRIOR YEAR Description Amount
General Account Checks $ 414,795
General Account Electronic Fund Transfers 1,249,876
Worker's Compensation Checks 35,413
Salaries and Taxes Paid 842,936
$ 2,543,020
Operating Expenditures $ 2,407,041 95%
CIP Expenditures 135,979 5%
$ 2,543,020
Schedule of Disbursements - December 2021

LEGAL REVIEW
The City Attorney’s office has reviewed and approved as to form.

RECOMMENDATION
Staff recommends the Council receive and file the Monthly Disbursements Report for the month of December 2021. If the City Council concurs with staff’s recommendation, an appropriate motion would be:
“I move to receive and file the Monthly Disbursements Report for the month of December 2021.”

ATTACHMENTS

1. December 2021 Transactions by Account Summary

THIS PAGE LEFT BLANK INTENTIONALLY

User:

Printed: 01/03/2022 - 2:52PM
MSiegfried
Transactions by Account
Batch: 00000.00.0000
Accounts Payable
Account Number Vendor Description GL Date Check No Amount PO No 101-00-1060-0000 Bob Wondries Weather Stripping 12/03/2021 0 159.56 101-00-1060-0000 Bob Wondries Head Lamps 12/17/2021 0 472.16 101-00-1060-0000 Bob Wondries Sensor 12/17/2021 0 43.75 101-00-1060-0000 Bob Wondries 02 Sensors 12/30/2021 0 92.90 101-00-1060-0000 Bob Wondries Air Pressure Kit 12/30/2021 0 138.28 Vendor Subtotal for Department:00 906.65
101-00-1060-0000 Garvey Equipment Company Hub-Pump 12/03/2021 0 27.78 Vendor Subtotal for Department:00 27.78
101-00-1060-0000 Hose-Man Inc Air Hose Fittings 12/30/2021 15097 22.54 Vendor Subtotal for Department:00 22.54
101-00-1060-0000 O'Reilly Auto Parts Wiper Blades & Oil 12/03/2021 0 383.10 101-00-1060-0000 O'Reilly Auto Parts Lube 12/03/2021 0 37.43 101-00-1060-0000 O'Reilly Auto Parts Pads & Rotors 12/03/2021 0 240.88 101-00-1060-0000 O'Reilly Auto Parts Cabin Filter 12/03/2021 0 13.69 101-00-1060-0000 O'Reilly Auto Parts Filters & Lights 12/03/2021 0 90.34 101-00-1060-0000 O'Reilly Auto Parts Oil & Filters 12/03/2021 0 262.76 101-00-1060-0000 O'Reilly Auto Parts Oil & Filters 12/03/2021 0 125.85 101-00-1060-0000 O'Reilly Auto Parts Pump, Brake Cleaner & Octane Booster 12/03/2021 0 295.62 101-00-1060-0000 O'Reilly Auto Parts Gasket 12/03/2021 0 48.16 101-00-1060-0000 O'Reilly Auto Parts Rear Control Arms 12/17/2021 0 305.35 101-00-1060-0000 O'Reilly Auto Parts Cleaners 12/17/2021 0 55.93 101-00-1060-0000 O'Reilly Auto Parts Coil Pack 12/17/2021 0 42.87 101-00-1060-0000 O'Reilly Auto Parts Cleaner & Steering Wheel Cover 12/17/2021 0 112.97 101-00-1060-0000 O'Reilly Auto Parts Air Mass Sensor 12/17/2021 0 146.03 101-00-1060-0000 O'Reilly Auto Parts Hub Wheel 12/17/2021 0 177.77 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-00-1060-0000 O'Reilly Auto Parts Oil Stabilizer 12/17/2021 0 66.11 101-00-1060-0000 O'Reilly Auto Parts Batteries 12/17/2021 0 407.94 101-00-1060-0000 O'Reilly Auto Parts Wiper Blades 12/17/2021 0 66.55 101-00-1060-0000 O'Reilly Auto Parts Glow Plug & Tie Rod 12/17/2021 0 351.19 101-00-1060-0000 O'Reilly Auto Parts Front End Parts 12/17/2021 0 1,000.71 101-00-1060-0000 O'Reilly Auto Parts Credit 12/17/2021 0 -81.75 101-00-1060-0000 O'Reilly Auto Parts Front Coil & Strut 12/17/2021 0 448.93 101-00-1060-0000 O'Reilly Auto Parts Brake Clips 12/17/2021 0 14.39 101-00-1060-0000 O'Reilly Auto Parts Brake Rotors 12/17/2021 0 345.03 101-00-1060-0000 O'Reilly Auto Parts Filters 12/30/2021 0 211.09 101-00-1060-0000 O'Reilly Auto Parts O2 Sensors 12/30/2021 0 307.17 101-00-1060-0000 O'Reilly Auto Parts Credit 12/30/2021 0 -104.74 101-00-1060-0000 O'Reilly Auto Parts O2 Sensors 12/30/2021 0 104.03 101-00-1060-0000 O'Reilly Auto Parts Oil & Injectors 12/30/2021 0 760.72 101-00-1060-0000 O'Reilly Auto Parts Batteries 12/30/2021 0 24.07 Vendor Subtotal for Department:00 6,260.19
101-00-1060-0000 U.S. Bank America Tire- Stock Tires for Smart Cars 12/03/2021 15527 224.00 Vendor Subtotal for Department:00 224.00
101-00-1060-4340 Southern Counties Fuels Fuel 12/17/2021 0 27,140.62 Vendor Subtotal for Department:00 27,140.62
101-00-3040-0000 California American Water Franchise Fees Oct-Nov 2021 12/03/2021 14987 68.23 101-00-3040-0000 California American Water Franchise Fees Oct-Nov 2021 12/17/2021 15016 225.79 101-00-3040-0000 California American Water Franchise Fees Nov-Dec 2021 12/30/2021 15086 2.91 Vendor Subtotal for Department:00 296.93
101-01-4376-0000 Office Depot Napkins- Council Dinners 12/17/2021 15040 7.69 Vendor Subtotal for Department:01 7.69
101-01-4376-0000 Vina Engraving Plaque-Mayor Ude 12/17/2021 15065 85.99 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:01 85.99
101-01-4396-0000 U.S. Bank Cal Cities- City Manager Conference-City Manager 12/03/2021 15527 725.00 Vendor Subtotal for Department:01 725.00
101-01-4480-0000 U.S. Bank San Marino Seafood- Council Food 10/13/21 12/03/2021 15527 168.37 101-01-4480-0000 U.S. Bank San Marino Cafe- City Council Lunch 9/24/2112/03/2021 15527 184.00 101-01-4480-0000 U.S. Bank New Moon Restaurant-CC Food 11/10/21 12/16/2021 15072 143.84 Vendor Subtotal for Department:01 496.21
101-01-4480-2872 Christina Baker Reimbursement- City Council Food 12/8/21 12/17/2021 15011 161.80 Vendor Subtotal for Department:01 161.80
101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Sept 2021 12/03/2021 0 137.50 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/03/2021 0 661.50 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 1,622.50 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 6,232.50 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 1,289.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 1,584.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 357.50 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 10,652.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 3,681.50 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 687.50 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 110.00 Vendor Subtotal for Department:06 27,015.50
101-06-4106-2755 Richards Watson & Gershon Legal Service Oct 2021 12/03/2021 0 190.26 101-06-4106-2755 Richards Watson & Gershon Legal Service Oct 2021 12/03/2021 0 150.00 Vendor Subtotal for Department:06 340.26
AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-06-4106-2756 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 1,560.00 101-06-4106-2756 Burke, Williams & Sorensen LLP Legal Service Oct 2021 12/17/2021 0 3,348.60 Vendor Subtotal for Department:06 4,908.60
101-06-4106-2757 Atkinson, Andelson, Loya, Ruud & Romo Legal Service Oct 2021 12/03/2021 14978 4,264.05 101-06-4106-2757 Atkinson, Andelson, Loya, Ruud & Romo Covid-19 Legal Service Nov 2021 12/30/2021 15074 1,726.20 Vendor Subtotal for Department:06 5,990.25
101-06-4106-2757 Burke, Williams & Sorensen LLP Covid 19-Legal Service Sept 2021 12/03/2021 0 1,292.50 101-06-4106-2757 Burke, Williams & Sorensen LLP Covid 19-Legal Service Oct 2021 12/03/2021 0 23,642.50 101-06-4106-2757 Burke, Williams & Sorensen LLP Covid 19-Legal Service Sept 2021 12/03/2021 0 16,104.00 101-06-4106-2757 Burke, Williams & Sorensen LLP Covid 19-Legal Service Sept 2021 12/03/2021 0 19,991.50 101-06-4106-2757 Burke, Williams & Sorensen LLP Covid-19 Legal Service Oct 2021 12/17/2021 0 577.50 101-06-4106-2757 Burke, Williams & Sorensen LLP Covid-19 Legal Service Nov 2021 12/30/2021 0 10,395.50 Vendor Subtotal for Department:06 72,003.50
101-06-4106-2757 Steve A Filarsky, Attorney at Law Covid 19-Legal Service Oct 2021 12/03/2021 0 14,000.00 101-06-4106-2757 Steve A Filarsky, Attorney at Law Covid -19 Legal Service Nov 2021 12/17/2021 0 8,551.77 Vendor Subtotal for Department:06 22,551.77
101-08-4016-0000 John Penido Medical Retirement Dec 2021 12/17/2021 0 1,518.00 Vendor Subtotal for Department:08 1,518.00
101-08-4016-0000 PERS (Medical) Retired Premium Dec 2021 12/03/2021 0 13,675.00 101-08-4016-0000 PERS (Medical) Adjustment Premium Jan 2022 12/30/2021 0 13,950.00 Vendor Subtotal for Department:08 27,625.00
101-08-4150-0500 IntelesysOne Duo Two Factor Authentication Nov 2021 12/03/2021 0 141.00 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-08-4150-0500 IntelesysOne Monthly IT Network Service Nov 2021 12/03/2021 0 6,506.35 101-08-4150-0500 IntelesysOne Managed Email Signature Nov 2021 12/03/2021 0 67.50 101-08-4150-0500 IntelesysOne Annual Mitel Phone Support 1/8/22-1/7/23 12/03/2021 0 5,366.00 101-08-4150-0500 IntelesysOne PC Cable 12/17/2021 0 10.95 101-08-4150-0500 IntelesysOne Managed Email Signature-Oct 2021 12/30/2021 0 135.00 101-08-4150-0500 IntelesysOne Monthly Network Admin-Oct 2021 12/30/2021 0 12,962.50 101-08-4150-0500 IntelesysOne Credit-Overcharge Invoice 76682 12/30/2021 0 -2,562.14 101-08-4150-0500 IntelesysOne Microsoft Cloud License-Oct 2021 12/30/2021 0 15.00 101-08-4150-0500 IntelesysOne Cybersecurity Duo Two Factor-Oct 2021 12/30/2021 0 282.00 101-08-4150-0500 IntelesysOne APC UPS Replacement Battery -PD 12/30/2021 0 60.23 101-08-4150-0500 IntelesysOne Windows Server License-Oct 2021 12/30/2021 0 35.20 Vendor Subtotal for Department:08 23,019.59
101-08-4150-0500 U.S. Bank Name Cheap.com- 5 Yrs. Domain Server Certificate 12/03/2021 15527 400.75 Vendor Subtotal for Department:08 400.75
101-08-4150-0750 AT&T Mobility Citywide Cell Phone Service Nov 2021-Non-Uniform 12/17/2021 15010 1,677.49 101-08-4150-0750 AT&T Mobility Citywide Cell Phone Service Nov 2021-Uniform12/17/2021 15010 2,309.22 Vendor Subtotal for Department:08 3,986.71
101-08-4324-0000 San Marino School District Annual Parking Lot Lease 21-22 12/17/2021 15056 34,044.32 Vendor Subtotal for Department:08 34,044.32
101-08-4376-0000 AT&T Mobility Hotspot Service Nov 2021-Non-Uniform 12/17/2021 15010 70.00 101-08-4376-0000 AT&T Mobility Hotspot Service Nov 2021-Uniform 12/17/2021 15010 60.00 Vendor Subtotal for Department:08 130.00
101-08-4376-0000 FatCat Translation Service LLC Chinese Translation-Covid-19 Update 12/21/2112/30/2021 0 45.00 101-08-4376-0000 FatCat Translation Service LLC Chinese Translation-Covid-19 Update 2/15/21 12/30/2021 0 45.00 Vendor Subtotal for Department:08 90.00
AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-08-4376-0000 Grainger Inc Library Partition -Covid-19 Accomodation 12/17/2021 15025 3,217.50 Vendor Subtotal for Department:08 3,217.50
101-08-4376-0000 Language Network, INC Chinese Translation-Covid-19 Update 11/4/21 12/03/2021 0 185.94 Vendor Subtotal for Department:08 185.94
101-08-4376-0000 U.S. Bank Amazon-Pop Up Tent 12/03/2021 15527 142.34 101-08-4376-0000 U.S. Bank Amazon-Life Cam 12/03/2021 15527 29.35 Vendor Subtotal for Department:08 171.69
101-08-4376-0500 U.S. Bank Zoom-Subscription C.Johnson 12/03/2021 15527 179.61 Vendor Subtotal for Department:08 179.61
101-09-4010-0000 Delta Dental of California Adjustment Premium Jan 2022 12/30/2021 15092 -94.16 Vendor Subtotal for Department:09 -94.16
101-09-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 5.10 101-09-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 21.30 101-09-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 7.65 101-09-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 31.95 Vendor Subtotal for Department:09 66.00
101-09-4010-0000 PERS (Medical) Adjustment Premium Jan 2022 12/30/2021 0 806.86 Vendor Subtotal for Department:09 806.86
101-09-4150-0000 Advance Pure Water Solutions Water Filtration System Rental Jan 2022-City Hall 12/17/2021 15003 41.61 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:09 41.61
101-09-4150-0000 Chinese Club of San Marino Chinese School- Executive Team 12/03/2021 14989 169.30 101-09-4150-0000 Chinese Club of San Marino Chinese School- Executive Team 12/03/2021 14989 1,540.00 Vendor Subtotal for Department:09 1,709.30
101-09-4150-0500 Cities Digital Laserfiche 2/24/22-2/23/23 12/17/2021 15018 1,300.00 Vendor Subtotal for Department:09 1,300.00
101-09-4150-0500 Pacific Insurance Network Systems Insurance Certificate Management 12/17/2021 0 125.00 Vendor Subtotal for Department:09 125.00
101-09-4202-0000 LC - M News Inc Notice O-21-1382 Prohibition of Feeding Peafowl PD 11/25/21 12/17/2021 15041 463.00 101-09-4202-0000 LC - M News Inc Notice O-21-1383 Organic Disposal Reduction PD 11/25/21 12/17/2021 15041 505.00 101-09-4202-0000 LC - M News Inc Notice O-21-1384 Grad Night Use PD 11/25/212/17/2021 15041 1,375.00 Vendor Subtotal for Department:09 2,343.00
101-09-4376-0000 Chinese Club of San Marino Chinses Club -Mid Autumn Festival 12/03/2021 14989 100.00 Vendor Subtotal for Department:09 100.00
101-09-4376-0000 Office Depot Paper & Office Supplies 12/17/2021 15040 56.81 101-09-4376-0000 Office Depot Carrying Bag for Microphone 12/17/2021 15040 33.41 Vendor Subtotal for Department:09 90.22
101-09-4376-0000 U.S. Bank Amazon-Microphone for Videos 12/03/2021 15527 50.62 101-09-4376-0000 U.S. Bank Canva-Subscription Graphic Design for Social Media 12/03/2021 15527 119.99 Vendor Subtotal for Department:09 170.61
AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-09-4396-0000 U.S. Bank International Institute of Municipal-Membership-City Manager 12/03/2021 15527 175.00 101-09-4396-0000 U.S. Bank Amazon Business Prime Membership-CM 12/16/2021 15072 60.72 101-09-4396-0000 U.S. Bank Rotary Club-Annual Fund Share 12/16/2021 15072 200.00 Vendor Subtotal for Department:09 435.72
101-09-4398-0000 Mark Siegfried Petty Cash Reimbursement-Court Parking-C.Baker 12/03/2021 15513 5.00 Vendor Subtotal for Department:09 5.00
101-09-4420-0000 PGI, Inc Winter Community Service Guide 21-22 12/30/2021 15109 543.00 Vendor Subtotal for Department:09 543.00
101-09-4480-0000 Christina Baker Reimbursement-SGVCMA Luncheon Gift Basket 12/30/2021 15084 85.48 Vendor Subtotal for Department:09 85.48
101-09-4480-0000 San Gabriel Valley City Managers Association San Gabriel Manager Meeting-12/15/21-4 Attendants 12/30/2021 15118 140.00 Vendor Subtotal for Department:09 140.00
101-09-4480-0000 U.S. Bank Western Region IPMA-Conference M.Marlowe12/16/2021 15072 349.00 Vendor Subtotal for Department:09 349.00
101-10-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Nov 2021 12/03/2021 14980 1.64 101-10-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Nov 2021 12/03/2021 14980 18.44 101-10-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Nov 2021 12/03/2021 14980 18.44 Vendor Subtotal for Department:10 38.52
AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-10-4010-0000 Humana Insurance Co Adjustment Premium Dec 2021 12/17/2021 15031 33.00 Vendor Subtotal for Department:10 33.00
101-10-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 2.55 101-10-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 10.65 101-10-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 2.55 101-10-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 10.65 Vendor Subtotal for Department:10 26.40
101-10-4010-0000 PERS (Medical) Adjustment Premium Jan 2022 12/30/2021 0 58.06 Vendor Subtotal for Department:10 58.06
101-10-4150-0000 Holman Professional Counseling Centers Employee Assistance Program Jan 2022 12/17/2021 0 541.68 Vendor Subtotal for Department:10 541.68
101-10-4150-0000 PERS (Medical) Admin Fee Retired Dec 2021 12/03/2021 0 115.77 101-10-4150-0000 PERS (Medical) Admin Fee Active Dec 2021 12/03/2021 0 209.03 101-10-4150-0000 PERS (Medical) Admin Fee for Active Jan 2022 12/30/2021 0 226.45 101-10-4150-0000 PERS (Medical) Admin Fee for Retired Jan 2022 12/30/2021 0 119.07 Vendor Subtotal for Department:10 670.32
101-10-4150-0000 USI Insurance Service National, Inc Insurance Group Benefits Jan 2022 12/17/2021 15063 1,250.00 Vendor Subtotal for Department:10 1,250.00
101-10-4376-0000 Imagen Inc Employee of Years Awards (3) 12/30/2021 15098 567.72 101-10-4376-0000 Imagen Inc Service Pins (40) 12/30/2021 15098 347.88 Vendor Subtotal for Department:10 915.60
101-10-4376-0000 Rebecca Pang Reimbursement-Desserts for Employee Recoginition Ceremony 12/30/2021 15110 85.04 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:10 85.04
101-10-4376-0000 Prographics Inc Business Cards (1,500) 12/17/2021 0 284.15 101-10-4376-0000 Prographics Inc Envelopes (1,000) 12/17/2021 0 295.65 Vendor Subtotal for Department:10 579.80
101-10-4376-0000 Vina Engraving Plaque-T. Alvarado 12/17/2021 15065 86.00 Vendor Subtotal for Department:10 86.00
101-10-4396-0000 U.S. Bank SHRM-Membership-S.Pilch 12/03/2021 15527 219.00 101-10-4396-0000 U.S. Bank Amazon Business Prime Membership-HR 12/16/2021 15072 60.71 101-10-4396-0000 U.S. Bank SCPMA-HR-Membership-HR Dept. 12/16/2021 15072 50.00 Vendor Subtotal for Department:10 329.71
101-10-4436-0000 Alliance Resource Consulting CDD Director Recruitment Payment # 3 12/17/2021 15005 6,875.00 101-10-4436-0000 Alliance Resource Consulting CCD Director Recruitment Payment # 4 -Final12/30/2021 15077 6,875.00 Vendor Subtotal for Department:10 13,750.00
101-10-4436-0000 Los Angeles Unified School District Bilingual Testing 12/03/2021 15504 340.00 Vendor Subtotal for Department:10 340.00
101-10-4436-0000 Mark Siegfried Petty Cash Reimbursement-Rater Panel Coffee12/03/2021 15513 34.65 Vendor Subtotal for Department:10 34.65
101-10-4436-0000 St. George's Medical Clinic Pre-Employment Physical-R.Ocean 12/03/2021 15520 195.00 Vendor Subtotal for Department:10 195.00
101-10-4436-0000 U.S. Bank APA California-Job Posting-Associate Planner12/03/2021 15527 70.00 101-10-4436-0000 U.S. Bank Your Membership-Job Posting-City Librarian 12/03/2021 15527 199.00 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-10-4436-0000 U.S. Bank Your Membership-Job Posting-City Librarian 12/03/2021 15527 324.00 101-10-4436-0000 U.S. Bank Western Region IPMA-Job Posting HR Manager 12/16/2021 15072 225.00 101-10-4436-0000 U.S. Bank Indeed-Job Posting HR Manager 12/16/2021 15072 442.00 101-10-4436-0000 U.S. Bank CA Park Rec Society-Job Posting Ad 12/16/2021 15072 75.00 101-10-4436-0000 U.S. Bank CALPELRA-Job Posting HR Manager 12/16/2021 15072 326.00 101-10-4436-0000 U.S. Bank New Moon Restaurant Lunch Community Engagement Panel Lunch 12/16/2021 15072 76.52 101-10-4436-0000 U.S. Bank San Marino Cafe-Associate Planner Panel Lunch12/16/2021 15072 66.64 Vendor Subtotal for Department:10 1,804.16
101-10-4468-0000 Rebecca Pang Reimbursement-CJPIA Training Refreshments 12/1 & 12/8/21 12/30/2021 15110 92.19 Vendor Subtotal for Department:10 92.19
101-10-4480-0000 U.S. Bank Beach Haven- Hotel Conference 2 Nights S.Pilch12/03/2021 15527 285.60 101-10-4480-0000 U.S. Bank Beach Haven- Hotel Conference 2 Nights S.Pilch-Credit 12/03/2021 15527 -59.77 Vendor Subtotal for Department:10 225.83
101-11-4010-0000 Delta Dental of California Adjustment Premium Jan 2022 12/30/2021 15092 43.42 Vendor Subtotal for Department:11 43.42
101-11-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 10.20 101-11-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 42.60 101-11-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 10.20 101-11-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 42.60 Vendor Subtotal for Department:11 105.60
101-11-4010-0000 PERS (Medical) PR Batch 00701.11.2021 Ins Prem Ded/125 Plan11/12/2021 0 222.38 101-11-4010-0000 PERS (Medical) Adjustment Employees Portion Cycle 1 Dec 2021 12/03/2021 0 -222.38 101-11-4010-0000 PERS (Medical) Adjustment Employees Portion Cycle 2 Dec 2021 12/03/2021 0 -222.37 101-11-4010-0000 PERS (Medical) PR Batch 00702.11.2021 Ins Prem Ded/125 Plan12/03/2021 0 222.37 101-11-4010-0000 PERS (Medical) PR Batch 00702.12.2021 Ins Prem Ded/125 Plan12/23/2021 0 222.37 101-11-4010-0000 PERS (Medical) PR Batch 00701.12.2021 Ins Prem Ded/125 Plan12/10/2021 0 222.38 101-11-4010-0000 PERS (Medical) Adjustment Employees Portion Cycle # 1 Jan 2022 12/30/2021 0 -222.38 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-11-4010-0000 PERS (Medical) Adjustment Premium Jan 2022 12/30/2021 0 218.19 101-11-4010-0000 PERS (Medical) Adjustment Employees Portion Cycle # 2 Jan 2022 12/30/2021 0 -222.37 Vendor Subtotal for Department:11 218.19
101-11-4150-0000 CB Merchant Services Quarterly Membership Dues Oct-Dec 2021 12/17/2021 15017 37.50 Vendor Subtotal for Department:11 37.50
101-11-4150-0000 Colantuono,Highsmith & Whatley, PCSCE Coalition Oct 2021 12/03/2021 14990 40.77 101-11-4150-0000 Colantuono,Highsmith & Whatley, PCSCE Coalition UUT Nov 2021 12/30/2021 15088 56.31 Vendor Subtotal for Department:11 97.08
101-11-4150-0000 Hinderliter deLlamas & Associa Contract Service Sales Tax Q2 2021 12/17/2021 15027 300.00 101-11-4150-0000 Hinderliter deLlamas & Associa Audit Service Sales Tax Q2 2021 12/17/2021 15027 143.78 Vendor Subtotal for Department:11 443.78
101-11-4316-0000 Canon Financial Services Inc Copier Lease Nov 2021-2nd Floor City Hall 12/03/2021 14988 287.82 101-11-4316-0000 Canon Financial Services Inc Copier Lease Dec 2021-2nd Floor City Hall 12/30/2021 15087 287.82 Vendor Subtotal for Department:11 575.64
101-11-4316-0000 CopyFree Technology Inc Copier Contract Base Rate Charge 11/23/21-12/22/21-2nd Floor 12/03/2021 0 135.50 101-11-4316-0000 CopyFree Technology Inc Copier Usages Charge 9/23/21-12/22/21-2nd Floor City Hall 12/30/2021 0 21.51 101-11-4316-0000 CopyFree Technology Inc Copier Contract Base Charge 12/23/21-1/22/22-2nd Floor City Hall 12/30/2021 0 135.50 Vendor Subtotal for Department:11 292.51
101-11-4376-0000 Office Depot Office Supplies 12/30/2021 15107 67.77 Vendor Subtotal for Department:11 67.77
101-11-4376-0000 SOLV W2 & 1099 Forms 2021 12/30/2021 15120 293.74 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:11 293.74
101-11-4376-0000 U.S. Bank Amazon-Check Scanner Cleaning Cards 12/16/2021 15072 28.46 Vendor Subtotal for Department:11 28.46
101-11-4396-0000 U.S. Bank Government Finance Officers Assc.-Membership-M.Siegfried 12/16/2021 15072 190.00 101-11-4396-0000 U.S. Bank Amazon Business Prime Membership-Finance12/16/2021 15072 60.72 101-11-4396-0000 U.S. Bank Springbrook National User Group-Membership-Finance Dept. 12/16/2021 15072 175.00 101-11-4396-0000 U.S. Bank CSMFO-Membership-M.Siegfried 12/16/2021 15072 110.00 Vendor Subtotal for Department:11 535.72
101-11-4412-0000 Rebecca Pang Reimbursement-Certified Mail -HR Documents12/30/2021 15110 8.76 Vendor Subtotal for Department:11 8.76
101-11-4468-0000 U.S. Bank Government Finance Officers Assc.-Seminar-L.Carlson 12/16/2021 15072 85.00 101-11-4468-0000 U.S. Bank Government Finance Officers Assc.-Seminar-P.Chung 12/16/2021 15072 210.00 Vendor Subtotal for Department:11 295.00
101-11-4480-0000 U.S. Bank Town & Country Hotel- Deposit Hotel Conference-P.Chung 12/16/2021 15072 258.31 101-11-4480-0000 U.S. Bank CSMFO-Chapter Meeting-M.Siegfried 12/2/2112/16/2021 15072 30.00 101-11-4480-0000 U.S. Bank CSMFO-Chapter Meeting-P.Chung 12/2/21 12/16/2021 15072 30.00 101-11-4480-0000 U.S. Bank CSMFO-Conference-P.Chung 12/16/2021 15072 470.00 101-11-4480-0000 U.S. Bank CSMFO-Virtual Conference-M.Siegfried 12/16/2021 15072 150.00 Vendor Subtotal for Department:11 938.31
101-11-4500-1980 Southern California Edison Electrical Service Oct-Nov 2021-City Hall 12/03/2021 15517 3,820.25 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:11 3,820.25
101-11-4500-4950 The Gas Company Gas Service Oct-Nov 2021-City Hall 12/03/2021 15522 352.41 101-11-4500-4950 The Gas Company Gas Service Nov-Dec 2021-City Hall 12/30/2021 15125 700.95 Vendor Subtotal for Department:11 1,053.36
101-11-4500-9025 AT&T Phone Service Oct-Nov 2021-City Hall 12/17/2021 15008 524.32 101-11-4500-9025 AT&T Phone Service Nov-Dec 2021-City Hall 12/30/2021 15081 1,282.15 Vendor Subtotal for Department:11 1,806.47
101-11-4500-9025 AT&T AT&T Internet City Hall Compound Nov 2021-2nd Floor City Hall 12/03/2021 14982 293.80 Vendor Subtotal for Department:11 293.80
101-11-4500-9460 California American Water Water Service Oct-Nov 2021-City Hall 12/17/2021 15016 119.03 Vendor Subtotal for Department:11 119.03
101-14-3312-0000 Min Ling Ni Refund-Street Container Deposit-2755 Cumberland Rd 12/17/2021 15002 500.00 Vendor Subtotal for Department:14 500.00
101-14-3410-0000 Jesus Reyes Refund-Double Payment on Notice of Violation12/17/2021 15001 150.00 Vendor Subtotal for Department:14 150.00
101-14-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Nov 2021 12/03/2021 14980 -9.48 101-14-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Nov 2021 12/03/2021 14980 9.48 101-14-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Nov 2021 12/03/2021 14980 -9.48 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-14-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Nov 2021 12/03/2021 14980 -9.48 101-14-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Nov 2021 12/03/2021 14980 -9.48 101-14-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Dec 2021 12/30/2021 15079 -9.48 101-14-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Dec 2021 12/30/2021 15079 9.48 101-14-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Dec 2021 12/30/2021 15079 25.76 101-14-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Dec 2021 12/30/2021 15079 -9.48 Vendor Subtotal for Department:14 -12.16
101-14-4010-0000 Delta Dental of California Adjustment Premium Dec 2021 12/03/2021 14992 -50.74 101-14-4010-0000 Delta Dental of California Adjustment Premium Dec 2021 12/03/2021 14992 -94.16 Vendor Subtotal for Department:14 -144.90
101-14-4010-0000 Delta Dental Insurance Company Adjustment Premium Dec 2021 12/03/2021 14993 16.62 101-14-4010-0000 Delta Dental Insurance Company Adjustment Premium Jan 2022 12/30/2021 15093 16.62 Vendor Subtotal for Department:14 33.24
101-14-4010-0000 Humana Insurance Co Adjustment Premium Dec 2021 12/17/2021 15031 -9.00 101-14-4010-0000 Humana Insurance Co Adjustment Premium Dec 2021 12/17/2021 15031 -18.00 Vendor Subtotal for Department:14 -27.00
101-14-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 15.30 101-14-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Dec 2021 12/03/2021 15505 -41.99 101-14-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Dec 2021 12/03/2021 15505 -41.99 101-14-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 63.90 101-14-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Jan 2022 12/30/2021 15101 28.79 101-14-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 63.90 101-14-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 15.30 101-14-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Jan 2022 12/30/2021 15101 41.99 Vendor Subtotal for Department:14 145.20
101-14-4010-0000 PERS (Medical) PR Batch 00701.11.2021 Ins Prem Ded/125 Plan11/12/2021 0 170.12 101-14-4010-0000 PERS (Medical) Adjustment Employees Portion Cycle 1 Dec 2021 12/03/2021 0 -170.12 101-14-4010-0000 PERS (Medical) Adjustment Employees Portion Cycle 2 Dec 2021 12/03/2021 0 -170.13 101-14-4010-0000 PERS (Medical) Adjustment Premium Dec 2021 12/03/2021 0 669.84 101-14-4010-0000 PERS (Medical) PR Batch 00702.11.2021 Ins Prem Ded/125 Plan12/03/2021 0 170.13 101-14-4010-0000 PERS (Medical) PR Batch 00701.12.2021 Ins Prem Ded/125 Plan12/10/2021 0 170.12 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-14-4010-0000 PERS (Medical) Adjustment Premium Jan 2022 12/30/2021 0 2,587.60 101-14-4010-0000 PERS (Medical) Adjustment Employees Portion Cycle # 1 Jan 2022 12/30/2021 0 -170.12 Vendor Subtotal for Department:14 3,257.44
101-14-4104-6270 The Code Group Inc Permit Tech Staffing Oct 2021 12/17/2021 0 6,175.00 101-14-4104-6270 The Code Group Inc Over the Counter Plan Check Service Oct 202112/17/2021 0 475.00 101-14-4104-6270 The Code Group Inc Fire & Building Inspection Service Oct 2021 12/17/2021 0 2,097.36 101-14-4104-6270 The Code Group Inc Fire Plan Check Inspection Service Oct 2021 12/17/2021 0 562.50 101-14-4104-6270 The Code Group Inc Plan Check Service Oct 2021 12/17/2021 0 10,835.00 Vendor Subtotal for Department:14 20,144.86
101-14-4106-0950 Dapeer Rosenblit & Litvak LLP Legal Service Oct 2021 12/03/2021 0 2,752.33 Vendor Subtotal for Department:14 2,752.33
101-14-4150-0000 4LEAF, Inc Housing Element Consultant Sept 2021 12/03/2021 0 3,930.00 Vendor Subtotal for Department:14 3,930.00
101-14-4150-0000 Paul A Novak Code Enforcement Hearing Officer- 10/19/21 12/03/2021 15511 250.00 Vendor Subtotal for Department:14 250.00
101-14-4150-0001 Sun Cleaners Facade Improvement Program- 2495 Mission St12/03/2021 14977 1,250.00 101-14-4150-0001 Sun Cleaners Facade Improvement Final Payment-2495 Mission St 12/17/2021 15000 1,250.00 Vendor Subtotal for Department:14 2,500.00
101-14-4202-0000 LC - M News Inc Notice- N-21-25SB9 PC Meeting PD 11/11/2112/30/2021 15108 463.00 Vendor Subtotal for Department:14 463.00
AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-14-4316-0000 Canon Financial Services Inc Copier Lease Nov 2021-CDD 12/03/2021 14988 128.44 Vendor Subtotal for Department:14 128.44
101-14-4316-0000 CopyFree Technology Inc Copier Contract Usage Charge 8/14/21-11/13/21-CDD 12/03/2021 0 530.43 101-14-4316-0000 CopyFree Technology Inc Copier Contract Base Rate Charge 11/14/21-12/13/21-CDD 12/03/2021 0 53.50 Vendor Subtotal for Department:14 583.93
101-14-4376-0000 Office Depot Office Supplies 12/03/2021 15512 46.63 101-14-4376-0000 Office Depot Water, Notebook & Paper 12/03/2021 15512 77.42 101-14-4376-0000 Office Depot Paper & Office Supplies 12/03/2021 15512 61.83 101-14-4376-0000 Office Depot Index Cards 12/03/2021 15512 16.51 Vendor Subtotal for Department:14 202.39
101-14-4376-0000 Mark Siegfried Petty Cash Reimbursement-Cell Phone Case for Code Enforcement 12/03/2021 15513 43.46 Vendor Subtotal for Department:14 43.46
101-14-4376-0000 Dri-Stick Decal Corp Vehicle Stickers Business License 12/03/2021 0 552.83 101-14-4376-0000 Dri-Stick Decal Corp Vehicle Stickers Business License 12/03/2021 0 1,294.25 Vendor Subtotal for Department:14 1,847.08
101-14-4396-0000 U.S. Bank Amazon Business Prime Membership-CDD 12/16/2021 15072 60.71 Vendor Subtotal for Department:14 60.71
101-14-4398-0000 Peter Flores Reimbursement-Mileage Inspection 10/27/21-12/1/21 12/17/2021 0 145.60 Vendor Subtotal for Department:14 145.60
AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-14-4420-0000 U.S. Bank Sky Blueprint- Zoning Map File 12/16/2021 15072 66.15 Vendor Subtotal for Department:14 66.15
101-14-4500-9025 AT&T AT&T Internet City Hall Compound Nov 2021-CDD 12/03/2021 14982 293.79 Vendor Subtotal for Department:14 293.79
101-14-4500-9025 AT&T Mobility Hotspot Service Nov 2021-Bldg. Inspector 12/17/2021 15010 20.00 Vendor Subtotal for Department:14 20.00
101-14-4508-0000 Mark Siegfried Petty Cash Reimbursement-Fuel Smart Car- Code Enforcement 12/03/2021 15513 49.50 Vendor Subtotal for Department:14 49.50
101-14-4508-0000 WEX Bank Fuel- 10/25/21-11/24/21 12/17/2021 15067 85.80 Vendor Subtotal for Department:14 85.80
101-36-4468-0000 U.S. Bank Einstein Bagels- Food Great Shake Out 12/03/2021 15527 19.49 101-36-4468-0000 U.S. Bank Julienne-Breakfast Great Shake Out 12/03/2021 15527 22.50 101-36-4468-0000 U.S. Bank San Marino Seafood- Lunch Great Shake Out 12/03/2021 15527 157.50 101-36-4468-0000 U.S. Bank Media Inc- Covid -19 Vaccine Mandates Seminar-Chief Rueda 12/16/2021 15072 129.00 101-36-4468-0000 U.S. Bank Starbucks- Coffee EOC Training 12/16/2021 15072 35.90 Vendor Subtotal for Department:36 364.39
101-36-4500-9025 AT&T Phone Service Nov-Dec 2021-EOC 12/30/2021 15081 605.71 Vendor Subtotal for Department:36 605.71
101-36-4500-9025 Time Warner Cable Cable Service 11/8/21-12/7/21-EOC 12/03/2021 15523 81.29 101-36-4500-9025 Time Warner Cable Cable Service 12/8/21-1/7/22-EOC 12/30/2021 15126 81.29 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:36 162.58
101-40-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Nov 2021 12/03/2021 14980 9.48 Vendor Subtotal for Department:40 9.48
101-40-4010-0000 Humana Insurance Co Adjustment Premium Dec 2021 12/17/2021 15031 -2.00 Vendor Subtotal for Department:40 -2.00
101-40-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 7.65 101-40-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 31.95 101-40-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 7.65 101-40-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 31.95 Vendor Subtotal for Department:40 79.20
101-40-4010-0000 PERS (Medical) Adjustment Premium Dec 2021 12/03/2021 0 -984.21 101-40-4010-0000 PERS (Medical) Adjustment Premium Jan 2022 12/30/2021 0 1,207.23 Vendor Subtotal for Department:40 223.02
101-40-4104-0000 Los Angeles County Registrar CEQA Filling Fee for Huntington/Sierra Madre ROW Park 12/03/2021 15503 75.00 Vendor Subtotal for Department:40 75.00
101-40-4150-0000 Aramark Cleaning Uniform Service 12/03/2021 14979 58.87 101-40-4150-0000 Aramark Cleaning Uniform Service 12/03/2021 14979 210.37 101-40-4150-0000 Aramark Cleaning Uniform Service 12/03/2021 14979 210.37 101-40-4150-0000 Aramark Cleaning Uniform Service 12/03/2021 14979 58.87 101-40-4150-0000 Aramark Cleaning Uniform Service 12/17/2021 15007 58.87 101-40-4150-0000 Aramark Cleaning Uniform Service 12/17/2021 15007 210.37 101-40-4150-0000 Aramark Cleaning Uniform Service 12/17/2021 15007 59.03 101-40-4150-0000 Aramark Cleaning Uniform Service 12/17/2021 15007 58.87 101-40-4150-0000 Aramark Cleaning Uniform Service 12/17/2021 15007 196.46 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-40-4150-0000 Aramark Cleaning Uniform Service 12/30/2021 15078 210.37 101-40-4150-0000 Aramark Cleaning Uniform Service 12/30/2021 15078 58.87 101-40-4150-0000 Aramark Cleaning Uniform Service 12/30/2021 15078 58.87 101-40-4150-0000 Aramark Cleaning Uniform Service 12/30/2021 15078 210.45 Vendor Subtotal for Department:40 1,660.64
101-40-4150-0000 Canon Financial Services Inc Copier Lease Nov 2021-PW 12/03/2021 14988 194.54 101-40-4150-0000 Canon Financial Services Inc Copier Lease Dec 2021-PW 12/30/2021 15087 322.98 Vendor Subtotal for Department:40 517.52
101-40-4150-0000 CopyFree Technology Inc Shipping Cost on Copier Toner -PW 12/30/2021 0 18.71 Vendor Subtotal for Department:40 18.71
101-40-4150-0000 Homeboy Recycling E-Waste Pick Up 12/17/2021 15028 590.60 Vendor Subtotal for Department:40 590.60
101-40-4376-0000 DS Service of America , Inc Drinking Water Service Dec 2021-PW 12/03/2021 15519 35.00 101-40-4376-0000 DS Service of America , Inc Drinking Water Service Jan 2022-PW 12/30/2021 15121 35.00 Vendor Subtotal for Department:40 70.00
101-40-4376-0000 U.S. Bank Amazon-Office Supplies 12/03/2021 15527 121.84 101-40-4376-0000 U.S. Bank ASCE Purchasing-City Engineering Supplies 12/03/2021 15527 111.70 101-40-4376-0000 U.S. Bank Autodesk-AutoCAD Subscription 10/23/22-10/23/23 12/16/2021 15072 1,610.00 101-40-4376-0000 U.S. Bank Sky Blueprint-Printing NCR Forms 12/16/2021 15072 104.74 101-40-4376-0000 U.S. Bank Amazon-Face Mask 12/16/2021 15072 84.04 Vendor Subtotal for Department:40 2,032.32
101-40-4396-0000 U.S. Bank APWA-Membership M.Throne 12/03/2021 15527 268.75 101-40-4396-0000 U.S. Bank Pesticide Applicator-Membership-B.Macias 12/16/2021 15072 45.00 101-40-4396-0000 U.S. Bank Amazon Business Prime Membership-PW 12/16/2021 15072 60.71 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:40 374.46
101-40-4468-0000 Safety Service Company Safety Meeting Construction Book 12/30/2021 15114 410.62 Vendor Subtotal for Department:40 410.62
101-40-4468-0000 U.S. Bank CA Dept of Pesticide- Training-J.Santillan 12/03/2021 15527 60.00 101-40-4468-0000 U.S. Bank Pesticide Applicators- Training-J.Santillan 12/03/2021 15527 45.00 Vendor Subtotal for Department:40 105.00
101-40-4480-0000 U.S. Bank Hilton-Training Hotel 2 Nights-G.Metcalf 12/03/2021 15527 358.84 101-40-4480-0000 U.S. Bank APWA- November Lunch Meeting 12/16/2021 15072 10.00 Vendor Subtotal for Department:40 368.84
101-40-4492-0003 Aramark Cleaning Uniform Service 12/03/2021 14979 26.19 101-40-4492-0003 Aramark Cleaning Uniform Service 12/03/2021 14979 22.17 101-40-4492-0003 Aramark Cleaning Uniform Service 12/03/2021 14979 22.17 101-40-4492-0003 Aramark Cleaning Uniform Service 12/03/2021 14979 29.49 101-40-4492-0003 Aramark Cleaning Uniform Service 12/17/2021 15007 26.19 101-40-4492-0003 Aramark Cleaning Uniform Service 12/17/2021 15007 20.52 101-40-4492-0003 Aramark Cleaning Uniform Service 12/17/2021 15007 26.19 101-40-4492-0003 Aramark Cleaning Uniform Service 12/17/2021 15007 28.17 101-40-4492-0003 Aramark Cleaning Uniform Service 12/17/2021 15007 26.19 101-40-4492-0003 Aramark Cleaning Uniform Service 12/30/2021 15078 26.19 101-40-4492-0003 Aramark Cleaning Uniform Service 12/30/2021 15078 20.52 101-40-4492-0003 Aramark Cleaning Uniform Service 12/30/2021 15078 20.48 101-40-4492-0003 Aramark Cleaning Uniform Service 12/30/2021 15078 26.19 Vendor Subtotal for Department:40 320.66
101-40-4492-0004 Aramark Cleaning Uniform Service 12/03/2021 14979 18.14 101-40-4492-0004 Aramark Cleaning Uniform Service 12/03/2021 14979 24.13 101-40-4492-0004 Aramark Cleaning Uniform Service 12/03/2021 14979 18.14 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-40-4492-0004 Aramark Cleaning Uniform Service 12/03/2021 14979 21.43 101-40-4492-0004 Aramark Cleaning Uniform Service 12/17/2021 15007 21.43 101-40-4492-0004 Aramark Cleaning Uniform Service 12/17/2021 15007 21.43 101-40-4492-0004 Aramark Cleaning Uniform Service 12/17/2021 15007 23.05 101-40-4492-0004 Aramark Cleaning Uniform Service 12/17/2021 15007 21.43 101-40-4492-0004 Aramark Cleaning Uniform Service 12/17/2021 15007 16.79 101-40-4492-0004 Aramark Cleaning Uniform Service 12/30/2021 15078 21.43 101-40-4492-0004 Aramark Cleaning Uniform Service 12/30/2021 15078 16.79 101-40-4492-0004 Aramark Cleaning Uniform Service 12/30/2021 15078 21.43 101-40-4492-0004 Aramark Cleaning Uniform Service 12/30/2021 15078 16.75 Vendor Subtotal for Department:40 262.37
101-40-4500-9025 AT&T AT&T Internet City Hall Compound Nov 2021-PW Admin 12/03/2021 14982 185.55 Vendor Subtotal for Department:40 185.55
101-42-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 5.10 101-42-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 21.30 101-42-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 5.10 101-42-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 21.30 Vendor Subtotal for Department:42 52.80
101-42-4150-0000 JDS Tank Testing & Repair Inc Gas Tank Annual Monitor Certification 12/03/2021 15501 895.00 101-42-4150-0000 JDS Tank Testing & Repair Inc Gas Tank Operator Nov 2021 12/03/2021 15501 140.00 101-42-4150-0000 JDS Tank Testing & Repair Inc Monthly Gas Tank Operator Dec 2021 12/30/2021 15099 140.00 Vendor Subtotal for Department:42 1,175.00
101-42-4376-0000 U.S. Bank Harbor Freight-Safety Face Shields 12/03/2021 15527 42.98 101-42-4376-0000 U.S. Bank Harbor Freight-Supplies for Shop 12/03/2021 15527 79.62 101-42-4376-0000 U.S. Bank Staples-Printer Ink 12/16/2021 15072 147.81 101-42-4376-0000 U.S. Bank Amazon-Car Windshield Cleaner 12/16/2021 15072 85.32 101-42-4376-0000 U.S. Bank Home Depot-Sand Paper 12/16/2021 15072 48.31 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:42 404.04
101-42-4508-0000 All Car Specialists Inc Smog Check-2013 Ford-F-150 12/30/2021 15076 60.00 Vendor Subtotal for Department:42 60.00
101-44-4104-0000 U.S. Bank CA Stormwater Quality Assc-Membership 12/03/2021 15527 350.00 101-44-4104-0000 U.S. Bank CA Stormwater Quality Assc-Online Handbook12/03/2021 15527 40.00 Vendor Subtotal for Department:44 390.00
101-44-4150-5170 SWRCB Fees SWRCB Permit Fee 7/1/21-6/30/22 12/30/2021 15123 3,326.00 Vendor Subtotal for Department:44 3,326.00
101-44-4150-9020 Athens Services Street Sweeping Oct 2021 12/30/2021 15080 7,544.98 101-44-4150-9020 Athens Services Street Sweeping Nov 2021 12/30/2021 15080 15,512.88 Vendor Subtotal for Department:44 23,057.86
101-48-1020-0000 Southern California Edison Reissue Check-Refund Street Permit 5704 Huntington Dr 12/30/2021 15073 800.00 Vendor Subtotal for Department:48 800.00
101-48-4010-0000 Delta Dental of California Adjustment Premium Jan 2022 12/30/2021 15092 62.22 Vendor Subtotal for Department:48 62.22
101-48-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 42.60 101-48-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 10.20 101-48-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 42.60 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-48-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 10.20 Vendor Subtotal for Department:48 105.60
101-48-4010-0000 PERS (Medical) Adjustment Premium Jan 2022 12/30/2021 0 178.49 Vendor Subtotal for Department:48 178.49
101-48-4150-0000 L.A. Co. Dept of Public Works Traffic Signal Maintenance Oct 2021 12/03/2021 15502 226.62 101-48-4150-0000 L.A. Co. Dept of Public Works Traffic Signal Maintenance Nov 2021 12/30/2021 15100 251.98 Vendor Subtotal for Department:48 478.60
101-48-4150-0000 Siemens Industry Inc Traffic Signal Maintenance Nov 2021 12/30/2021 0 763.12 Vendor Subtotal for Department:48 763.12
101-48-4316-0000 U.S. Bank Home Depot-Nozzle Set for Pressure Washer 12/03/2021 15527 27.53 Vendor Subtotal for Department:48 27.53
101-48-4376-0000 Traffic Management Incorporated Street Signs 12/03/2021 0 403.17 101-48-4376-0000 Traffic Management Incorporated Street Signs 12/03/2021 0 862.26 101-48-4376-0000 Traffic Management Incorporated Street Signs 12/17/2021 0 752.86 101-48-4376-0000 Traffic Management Incorporated Street Pole Reflective Tape 12/17/2021 0 169.84 Vendor Subtotal for Department:48 2,188.13
101-48-4376-0000 Underground Service Alert/SC Dig Alert Tickets 12/17/2021 0 198.10 101-48-4376-0000 Underground Service Alert/SC CA State Fee for Dig Alert Tickets 12/17/2021 0 45.57 Vendor Subtotal for Department:48 243.67
101-48-4376-0000 U.S. Bank Smart Sign-No Trespassing Signs 12/03/2021 15527 327.95 101-48-4376-0000 U.S. Bank Walters Wholesale Electric-Light Repair-Bellwood 12/16/2021 15072 570.45 101-48-4376-0000 U.S. Bank Home Depot-Repair Lights Bellwood 12/16/2021 15072 115.50 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:48 1,013.90
101-48-4500-1980 Southern California Edison Electrical Service Oct-Nov 2021-Streets 12/03/2021 15517 12,294.28 101-48-4500-1980 Southern California Edison Electrical Service Oct-Nov2021-Streets 12/17/2021 15054 1,180.22 101-48-4500-1980 Southern California Edison Electrical Service Nov-Dec 2021-Streets 12/30/2021 15115 207.47 Vendor Subtotal for Department:48 13,681.97
101-48-4508-0000 All Car Specialists Inc Smog Check 2011 Ford 12/17/2021 15004 78.63 Vendor Subtotal for Department:48 78.63
101-48-4508-0000 U.S. Bank Home Depot-Wire for Light Truck #5117 12/16/2021 15072 91.87 Vendor Subtotal for Department:48 91.87
101-50-4010-0000 Delta Dental of California Adjustment Premium Jan 2022 12/30/2021 15092 62.22 Vendor Subtotal for Department:50 62.22
101-50-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 31.95 101-50-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 7.65 101-50-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 7.65 101-50-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 31.95 Vendor Subtotal for Department:50 79.20
101-50-4010-0000 PERS (Medical) Adjustment Premium Jan 2022 12/30/2021 0 503.66 Vendor Subtotal for Department:50 503.66
101-50-4206-0000 U.S. Bank Ferguson-Faucet 12/16/2021 15072 141.99 101-50-4206-0000 U.S. Bank Ferguson-Faucet 12/16/2021 15072 141.99 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:50 283.98
101-50-4376-0000 DS Service of America , Inc Drinking Water Service Dec 2021-Lacy Park Office 12/03/2021 15519 79.99 101-50-4376-0000 DS Service of America , Inc Drinking Water Service Jan 2022-Lacy Park Office 12/30/2021 15121 79.99 Vendor Subtotal for Department:50 159.98
101-50-4376-0000 U.S. Bank Dog Waste Depot-Dog Waste Bags 12/03/2021 15527 355.12 101-50-4376-0000 U.S. Bank Home Depot-Supplies 12/03/2021 15527 221.40 101-50-4376-0000 U.S. Bank Tidmore- Flags for Lacy Park Veteran's Memorial Wall 12/03/2021 15527 556.17 101-50-4376-0000 U.S. Bank Amazon-Credit 12/16/2021 15072 -16.45 101-50-4376-0000 U.S. Bank Amazon-Office Supplies 12/16/2021 15072 22.17 101-50-4376-0000 U.S. Bank Amazon-Office Supplies 12/16/2021 15072 24.07 101-50-4376-0000 U.S. Bank Amazon-Office Supplies 12/16/2021 15072 175.71 Vendor Subtotal for Department:50 1,338.19
101-50-4500-4950 The Gas Company Gas Service Oct-Nov 2021-Lacy Park 12/03/2021 15522 35.06 Vendor Subtotal for Department:50 35.06
101-50-4500-9025 AT&T Phone Service Oct-Nov 2021-Lacy Park 12/03/2021 14981 22.86 101-50-4500-9025 AT&T Phone Service Oct-Nov 2021-Lacy Park 12/17/2021 15008 27.94 Vendor Subtotal for Department:50 50.80
101-50-4500-9025 Time Warner Cable Internet Cable Service 11/25/21-12/24/21-Lacy Park Office 12/17/2021 15060 134.98 Vendor Subtotal for Department:50 134.98
101-50-4500-9460 California American Water Water Service Oct-Nov 2021-Lacy Park 12/03/2021 14987 38.92 101-50-4500-9460 California American Water Water Service Oct-Nov 2021-Lacy Park 12/17/2021 15016 7,674.15 Vendor Subtotal for Department:50 7,713.07
AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-50-4508-0000 Hose-Man Inc Hoses #5196 12/17/2021 15030 156.82 Vendor Subtotal for Department:50 156.82
101-50-4508-0000 U.S. Bank Home Depot-Supplies for Repaint Parks Trailer12/03/2021 15527 387.04 101-50-4508-0000 U.S. Bank Home Depot-Primer for Parks Trailer 12/03/2021 15527 32.94 101-50-4508-0000 U.S. Bank Home Depot-Credit 12/03/2021 15527 -23.59 101-50-4508-0000 U.S. Bank Hitch Depot-Bump Stops for Trailer Gate 12/03/2021 15527 13.23 101-50-4508-0000 U.S. Bank Industrial Pipe-Steel for Parks Trailer Rack 12/03/2021 15527 98.50 101-50-4508-0000 U.S. Bank Home Depot-Primer for Parks Trailer 12/03/2021 15527 46.17 101-50-4508-0000 U.S. Bank Home Depot-Paint for Park Trailer 12/03/2021 15527 58.30 101-50-4508-0000 U.S. Bank Harbor Freight-Tail Lights for Trailer 12/03/2021 15527 44.09 101-50-4508-0000 U.S. Bank Harbor Freight-Wagon Wheel 12/16/2021 15072 25.35 Vendor Subtotal for Department:50 682.03
101-52-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 7.65 101-52-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 31.95 101-52-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 7.65 101-52-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 31.95 Vendor Subtotal for Department:52 79.20
101-52-4150-0000 U.S. Bank Simple Backflow-Back Flow Testing 12/03/2021 15527 945.00 101-52-4150-0000 U.S. Bank Simple Backflow-Back Flow Testing 12/03/2021 15527 645.00 Vendor Subtotal for Department:52 1,590.00
101-52-4150-0000 West Coast Arborist Inc Clearance Prune-1300 Huntington Dr 12/30/2021 15131 400.00 Vendor Subtotal for Department:52 400.00
101-52-4316-0000 Garvey Equipment Company Hedge Trimmer Repair 12/17/2021 0 161.02 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:52 161.02
101-52-4376-0000 County of Los Angles Public Health Backflow Permit-Library 12/17/2021 15020 37.00 Vendor Subtotal for Department:52 37.00
101-52-4500-9460 California American Water Water Service Oct-Nov 2021-Grounds 12/03/2021 14987 4,992.63 101-52-4500-9460 California American Water Water Service Oct-Nov 2021-Grounds 12/17/2021 15016 11,439.92 101-52-4500-9460 California American Water Water Service Nov-Dec 2021-Grounds 12/30/2021 15086 217.26 Vendor Subtotal for Department:52 16,649.81
101-52-4500-9460 City of Alhambra Utilities Dept Water Service Sept-Nov 2021 12/17/2021 15019 59.39 101-52-4500-9460 City of Alhambra Utilities Dept Water Service Sept-Nov 2021-Grounds 12/30/2021 15089 1,759.02 Vendor Subtotal for Department:52 1,818.41
101-52-4508-0000 All Car Specialists Inc Smog Check-2008 Ford Pick Up F250 12/30/2021 15076 60.00 Vendor Subtotal for Department:52 60.00
101-53-4150-0000 Dynamic Building Maintenance Janitorial Service Nov 2021 12/17/2021 0 6,866.00 Vendor Subtotal for Department:53 6,866.00
101-53-4150-0000 Mancino Door & Window, Inc Install Door 2nd Floor City Hall 12/30/2021 15103 1,600.00 Vendor Subtotal for Department:53 1,600.00
101-53-4150-0000 SDS Security Design Systems Security Alarm Service Jan 2022-SMC 12/17/2021 15053 84.00 101-53-4150-0000 SDS Security Design Systems Fire Alarm Service Jan-March 2022-City Hall 12/17/2021 15053 99.00 101-53-4150-0000 SDS Security Design Systems Fire Alarm Service Jan 2022-SMC 12/17/2021 15053 30.00 101-53-4150-0000 SDS Security Design Systems Security Alarm Service Jan 2022-City Hall 12/17/2021 15053 75.00 101-53-4150-0000 SDS Security Design Systems Security Alarm Service Jan 2022-Thurnher 12/17/2021 15053 42.00 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-53-4150-0000 SDS Security Design Systems Security Alarm Service Jan 2022-FD 12/17/2021 15053 87.00 Vendor Subtotal for Department:53 417.00
101-53-4150-0000 Total Exterminating Inc Monthly Extermination-SMC 12/17/2021 0 125.00 101-53-4150-0000 Total Exterminating Inc Monthly Extermination -Library 12/17/2021 0 125.00 Vendor Subtotal for Department:53 250.00
101-53-4206-0000 Roger L Mendell AC Maintenance- City Hall 12/03/2021 0 206.00 101-53-4206-0000 Roger L Mendell AC Maintenance-City Hall 12/17/2021 0 206.00 101-53-4206-0000 Roger L Mendell AC Repair-FD 12/30/2021 0 365.98 Vendor Subtotal for Department:53 777.98
101-53-4206-0000 Ganahl Lumber Company Light Bulbs-Thurnher House 12/30/2021 15095 47.58 Vendor Subtotal for Department:53 47.58
101-53-4206-0000 Mancino Door & Window, Inc Replacement Door- 2nd Floor City Hall 12/17/2021 15037 1,400.00 Vendor Subtotal for Department:53 1,400.00
101-53-4206-0000 Plumbing Wholesale Outlet Repair-Lacy Park Drinking Fountain 12/17/2021 0 39.87 Vendor Subtotal for Department:53 39.87
101-53-4206-0000 U.S. Bank Home Depot-Supplies for PD Basement Door 12/03/2021 15527 58.82 101-53-4206-0000 U.S. Bank Industrial Pipe-Gate Parts for Back Gate 12/03/2021 15527 71.61 101-53-4206-0000 U.S. Bank Home Depot-Extension Cord-Stoneman 12/03/2021 15527 14.30 101-53-4206-0000 U.S. Bank Home Depot-Door Stop & Fasteners-PD 12/03/2021 15527 25.89 101-53-4206-0000 U.S. Bank Antrims Lock-Keys PD 12/03/2021 15527 47.41 101-53-4206-0000 U.S. Bank Antrims-Keys 12/03/2021 15527 8.82 101-53-4206-0000 U.S. Bank Office Depot-Repair City Manager Office 12/16/2021 15072 67.20 101-53-4206-0000 U.S. Bank Home Depot-Repair Thurnher House 12/16/2021 15072 26.95 Vendor Subtotal for Department:53 321.00
AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-53-4376-0000 Veritiv Operating Company Janitorial Supplies-Stoneman 12/17/2021 0 2,888.92 101-53-4376-0000 Veritiv Operating Company Janitorial Supplies-PW 12/30/2021 0 1,991.12 Vendor Subtotal for Department:53 4,880.04
101-53-4376-0000 U.S. Bank DK Hardware-Door Hinges 12/16/2021 15072 602.21 101-53-4376-0000 U.S. Bank Walters Wholesale Electric-Light Bulbs-Library12/16/2021 15072 108.17 Vendor Subtotal for Department:53 710.38
101-60-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Nov 2021 12/03/2021 14980 9.48 Vendor Subtotal for Department:60 9.48
101-60-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 10.20 101-60-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 42.60 101-60-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 10.20 101-60-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 42.60 Vendor Subtotal for Department:60 105.60
101-60-4010-0000 PERS (Medical) Adjustment Premium Jan 2022 12/30/2021 0 397.69 Vendor Subtotal for Department:60 397.69
101-60-4150-0000 Carlos Peraza Design for Winter Community Service Guide 2022 12/17/2021 15044 2,533.00 Vendor Subtotal for Department:60 2,533.00
101-60-4150-0000 SCMAF-San Gabriel Valley Class Insurance-Fall 2021 12/30/2021 0 474.30 Vendor Subtotal for Department:60 474.30
101-60-4150-0500 U.S. Bank Plug N Pay- Online Payment Fee 12/03/2021 15527 15.00 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:60 15.00
101-60-4316-0000 Canon Financial Services Inc Copier Lease Nov 2021-Stoneman 12/03/2021 14988 134.53 101-60-4316-0000 Canon Financial Services Inc Copier Lease Dec 2021-Stoneman 12/30/2021 15087 134.53 Vendor Subtotal for Department:60 269.06
101-60-4316-0000 CopyFree Technology Inc Contract Usages 9/1/21-11/30/21-Stoneman 12/17/2021 0 396.79 Vendor Subtotal for Department:60 396.79
101-60-4324-0000 Southwest Mobile Storage Inc Storage Bins-Stoneman 11/23/21-12/20/21 12/17/2021 0 177.39 101-60-4324-0000 Southwest Mobile Storage Inc Storage Bin Rentals 12/21-21-1/17/22-Stoneman12/30/2021 0 177.39 Vendor Subtotal for Department:60 354.78
101-60-4376-0000 U.S. Bank Peraza Design-Lacy Park Reservation Signs 12/03/2021 15527 432.84 101-60-4376-0000 U.S. Bank Amazon-Supplies 12/03/2021 15527 65.98 101-60-4376-0000 U.S. Bank Amazon-A Frame 12/03/2021 15527 736.12 101-60-4376-0000 U.S. Bank Amazon-Card Stock Paper 12/03/2021 15527 18.94 101-60-4376-0000 U.S. Bank Amazon-Paper 12/03/2021 15527 51.72 101-60-4376-0000 U.S. Bank Amazon-Portable Power Station 12/03/2021 15527 527.73 101-60-4376-0000 U.S. Bank Amazon-Emergency Supplies 12/16/2021 15072 175.91 Vendor Subtotal for Department:60 2,009.24
101-60-4396-0000 U.S. Bank Amazon Business Prime Membership-CSD-Stoneman 12/16/2021 15072 60.71 Vendor Subtotal for Department:60 60.71
101-60-4398-0000 Doreen Booth Reimbursement-Mileage 11/2/21-12/1/21-City Hall 12/17/2021 15012 24.84 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal for Department:60 24.84
101-60-4398-0000 Alisa Yingling Reimbursement-Mileage-10/4/21-12/16/21-City Hall 12/17/2021 0 26.85 Vendor Subtotal for Department:60 26.85
101-60-4420-0000 PGI, Inc Winter Community Service Guide 21-22 12/30/2021 15109 4,344.00 Vendor Subtotal for Department:60 4,344.00
101-60-4420-0000 U.S. Bank Sky Blueprint- Printing- Map of the City 12/16/2021 15072 24.49 Vendor Subtotal for Department:60 24.49
101-60-4508-0000 All Car Specialists Inc Smog Check-1994 Chevy Pick-Up 12/30/2021 15076 123.63 101-60-4508-0000 All Car Specialists Inc Smog Check-1997 Chevy Suburban 12/30/2021 15076 75.00 Vendor Subtotal for Department:60 198.63
101-60-4508-0000 U.S. Bank Harbor Freight-Lights for Truck #4604 12/16/2021 15072 106.92 Vendor Subtotal for Department:60 106.92
101-60-4508-0000 WEX Bank Fuel- 10/25/21-11/24/21 12/17/2021 15067 86.39 Vendor Subtotal for Department:60 86.39
101-62-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Dec 2021 12/03/2021 15505 2.55 101-62-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Dec 2021 12/03/2021 15505 10.65 101-62-4010-0000 Lincoln National Life Insurance Co City Portion Basic Life Payment Jan 2022 12/30/2021 15101 2.55 101-62-4010-0000 Lincoln National Life Insurance Co City Portion LTD Payment Jan 2022 12/30/2021 15101 10.65 Vendor Subtotal for Department:62 26.40
AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-62-4376-0000 U.S. Bank Discount School- Preschool Supplies 12/03/2021 15527 74.96 101-62-4376-0000 U.S. Bank Peraza Design-Preschool Supplies 12/03/2021 15527 28.42 101-62-4376-0000 U.S. Bank Amazon-Portable Power Station 12/03/2021 15527 351.82 101-62-4376-0000 U.S. Bank Ralphs-Preschool Supplies 12/16/2021 15072 49.40 101-62-4376-0000 U.S. Bank Joann Store-Preschool Supplies 12/16/2021 15072 5.27 101-62-4376-0000 U.S. Bank Costco-Preschool Supplies 12/16/2021 15072 69.95 101-62-4376-0000 U.S. Bank Trader Joe's-Supplies for Preschool 12/16/2021 15072 23.88 101-62-4376-0000 U.S. Bank Michaels Store-Preschool Supplies 12/16/2021 15072 5.27 Vendor Subtotal for Department:62 608.97
101-64-4376-0000 U.S. Bank Imagen-Walking Club Supplies 12/03/2021 15527 620.79 101-64-4376-0000 U.S. Bank Bevmo-Drinks for Senior Event 12/03/2021 15527 241.86 Vendor Subtotal for Department:64 862.65
101-64-4486-0000 Gold Coast Tours Deposit Senior Trip 2/16/22 12/03/2021 14999 300.00 Vendor Subtotal for Department:64 300.00
101-66-4150-0000 Herc Rentals, Inc Lighting for Trunk or Treat Event 12/03/2021 15500 2,395.92 Vendor Subtotal for Department:66 2,395.92
101-66-4150-0000 Rosa Miller Sound System for Trunk or Treat 12/17/2021 15038 600.00 Vendor Subtotal for Department:66 600.00
101-66-4150-0000 U.S. Bank LA County Health Department-Credit 12/16/2021 15072 -358.00 101-66-4150-0000 U.S. Bank LA County Health Department-Credit 12/16/2021 15072 -184.00 Vendor Subtotal for Department:66 -542.00
101-66-4376-0000 U.S. Bank Amazon-Halloween Event 12/03/2021 15527 194.70 AP-Transactions by Account (01/03/2022 - 2:52 PM)

Account Number Vendor Description GL Date Check No Amount PO No 101-66-4376-0000 U.S. Bank Amazon-Halloween Event Supplies 12/03/2021 15527 361.32 101-66-4376-0000 U.S. Bank Dollar Tree-Holiday Pop-Up 12/03/2021 15527 156.43 101-66-4376-0000 U.S. Bank Dollar Tree-Credit 12/03/2021 15527 -7.82 101-66-4376-0000 U.S. Bank Amazon-Halloween Event 12/03/2021 15527 -42.68 101-66-4376-0000 U.S. Bank Dollar Tree-Holiday Pop-Up 12/03/2021 15527 31.29 101-66-4376-0000 U.S. Bank Amazon-Halloween Supplies 12/03/2021 15527 42.38 101-66-4376-0000 U.S. Bank Wal Mart-Halloween Supplies 12/03/2021 15527 19.85 101-66-4376-0000 U.S. Bank Amazon-Floodlights 12/03/2021 15527 355.30 101-66-4376-0000 U.S. Bank Halloween City-Halloween Event Supplies 12/03/2021 15527 81.52 101-66-4376-0000 U.S. Bank Amazon-Halloween Event 12/03/2021 15527 65.65 101-66-4376-0000 U.S. Bank Amazon-Floodlights 12/03/2021 15527 91.51 101-66-4376-0000 U.S. Bank Costco-Halloween Event Supplies 12/03/2021 15527 137.91 101-66-4376-0000 U.S. Bank Target-Halloween Supplies Event 12/03/2021 15527 17.64 101-66-4376-0000 U.S. Bank Amazon-Floodlights 12/03/2021 15527 147.69 101-66-4376-0000 U.S. Bank Amazon-Halloween Event 12/03/2021 15527 37.20 101-66-4376-0000 U.S. Bank Amazon-Halloween Event Supplies 12/03/2021 15527 41.60 101-66-4376-0000 U.S. Bank Dollar Tree-Holiday Pop-Up 12/03/2021 15527 46.93 101-66-4376-0000 U.S. Bank Best Buy-Halloween Skeletons 12/03/2021 15527 766.48 101-66-4376-0000 U.S. Bank Amazon-Halloween Event 12/03/2021 15527 -60.32 101-66-4376-0000 U.S. Bank Amazon-Halloween Event 12/03/2021 15527 89.76 101-66-4376-0000 U.S. Bank Amazon-Halloween Event 12/03/2021 15527 66.78 101-66-4376-0000 U.S. Bank Amazon-Halloween Event Supplies 12/03/2021 15527 42.70 101-66-4376-0000 U.S. Bank Amazon-Halloween Event 12/03/2021 15527 -87.37 101-66-4376-0000 U.S. Bank Nena's Gourmet Popcorn-Gifts for Trunk or Treat Participants 12/16/2021 15072 100.00 101-66-4376-0000 U.S. Bank Amazon-Trunk or Treat Supplies 12/16/2021 15072 10.94 101-66-4376-0000 U.S. Bank Amazon-Trunk or Treat Supplies 12/16/2021 15072 42.66 101-66-4376-0000 U.S. Bank Target-Trunk or Treat Supplies 12/16/2021 15072 67.38 101-66-4376-0000 U.S. Bank Amazon-Trunk or Treat Supplies 12/16/2021 15072 21.24 101-66-4376-0000 U.S. Bank Home Depot-Trunk or Treat Supplies 12/16/2021 15072 15.43 101-66-4376-0000 U.S. Bank Amazon-Movies in the Park 12/16/2021 15072 137.95 101-66-4376-0000 U.S. Bank Home Depot-Trunk or Treat Supplies 12/16/2021 15072 14.95 101-66-4376-0000 U.S. Bank Ralphs-Trunk or Treat Supplies 12/16/2021 15072 11.08 101-66-4376-0000 U.S. Bank Amazon-Trunk or Treat Supplies 12/16/2021 15072 54.72 101-66-4376-0000 U.S. Bank Amazon-Trunk or Treat Supplies 12/16/2021 15072 54.98 101-66-4376-0000 U.S. Bank Amazon-Trunk or Treat Supplies 12/16/2021 15072 16.40 Vendor Subtotal for Department:66 3,144.18
101-68-4102-0000 Andrew Chidester Contracted Classes- Sports-Fall 2021 12/17/2021 0 3,348.00 Vendor Subtotal for Department:68 3,348.00
AP-Transactions by Account (01/03/2022 - 2:52 PM)