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Comment Letter L63: Barry and Joyce Lovinger (2 pages)
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Comment Letter L63: Barry and Joyce Lovinger, February 3, 2026 Response L63: This comment letter expresses concerns over the proposed residential development and how it would affect the safety of the neighboring North County Chabad Center. This expresses the commenter’s opinion and does not provide any substantial evidence of significant environmental impacts, nor does it raise any specific concerns about the adequacy of the CEQA Consistency Analysis document. While the City acknowledges the importance of protecting religious freedom and public safety, these issues do not constitute environmental impacts under the California Environmental Quality Act (CEQA).CEQA is limited to the evaluation of significant physical effects on the environment and does not require analysis of neighborhood character, aesthetic preferences, privacy, views, perceived safety, speculative accident risk, parking convenience, zoning policy disputes. The proposed Project is consistent with the site’s General Plan land use designation of Residential High (R-H) and zoning designation of Residential Multiple-Family 20 (RM-20).
Parking capacity was removed from CEQA Guidelines Appendix G checklist in 2009 as an environmental issue area required to be analyzed. Nevertheless, the Applicant prepared a parking demand analysis to determine if the proposed Project provides an adequate on-site parking supply to accommodate peak onsite vehicle parking demands with a reduced parking requirement pursuant to State Density Bonus Law (SDBL). The proposed 138-space supply provides a surplus of 15 spaces relative to the SDBL requirement and 59 spaces relative to the ITE-based demand, indicating adequate on-site capacity to meet anticipated parking needs. Parking Management Measures including assigned resident garage parking, designated guest spaces, and annual HOA garage inspections would promote efficient use and management of available parking. If deemed necessary, these measures would be included as Conditions of Approval (COA) and would be implemented by the Applicant and verified by the City.
The Noise and Vibration Impact Analysis concluded that both construction and operational noise and vibration impacts would be less than significant at the nearest sensitive receptor (approximately 15 feet from the project boundary, or 55 feet from the project site center) (see pages 26 through 34). Because noise levels attenuate (decrease) with distance, analysis of the nearest sensitive receptors represents a conservative assessment. Any receptors located farther away, including the Chabad Center, would experience equal or lower noise levels than those evaluated. Therefore, impacts at such locations would also be less than significant. Thus, there is no nexus for additional mitigation measures related to construction noise impacts. The Proposed Project would not result in significant impacts to any sensitive receptors, including the North County Chabad Center, as they are even further from the Project site than the maximally exposed residential receptor. Thus, there is no nexus to require mitigation measures to address impacts to North County Chabad Center, and no revisions to the Consistency Analysis are warranted.
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Comment Letter L64: Jeff Goodman (2 pages)
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Comment Letter L64: Jeff Goodman, February 3, 2026
Response L64: This comment letter expresses the commenters concerns over the proposed density of the residential development which may lead to traffic impacts. In accordance with Section 15088 of the CEQA Guidelines, the City is required to “evaluate comments on environmental issues received from persons who reviewed the [Consistency Analysis] and shall prepare a written response to comments raising significant environmental issues received during the noticed comment period.” Comments related to the proposed Project or elements of the Project, as well as the Project’s merits, are not themselves considered comments on issues related to physical environmental conditions or impacts disclosed and evaluated as part of the CEQA Consistency Analysis. The proposed Project is consistent with the site’s General Plan land use designation of Residential High (R-H) and zoning designation of Residential Multiple-Family 20 (RM-20). It should also be noted that automobile delay, including level of service (LOS), cannot legally be an impact on the environment. (Ocean Street Extension Neighborhood Assn., supra, 73 Cal.App.5th at 1021 [challenges to EIR’s LOS analysis that compared Project traffic to General Plan LOS goals were moot].) The queuing capacity and demand was analyzed in the Project’s traffic impact analysis (TIA). The TIA concluded that the u-turning lane length would be sufficient to accommodate the future u-turning traffic and spillover of vehicles would not be anticipated. As further discussed on page 95 of the Consistency Analysis, the Project would not introduce any new roadways or introduce a land use that would conflict with existing urban land uses in the surrounding area. Internal circulation would be provided via 24-foot-wide drive-aisles that double as a fire access lanes.
Design of the proposed Project, including the internal private roadway, ingress, egress, and other streetscape changes are subject to the City’s development standards. For example, the design of the Project streets would be reviewed to ensure fire engine accessibility and turn around area is provided to the fire code standards. As a result, impacts related to vehicular circulation design features would be less than significant.
Parking capacity was removed from CEQA Guidelines Appendix G checklist in 2009 as an environmental issue area required to be analyzed. Nevertheless, the Applicant prepared a parking demand analysis to determine if the proposed Project provides an adequate on-site parking supply to accommodate peak onsite vehicle parking demands with a reduced parking requirement pursuant to State Density Bonus Law (SDBL). The proposed 138-space supply provides a surplus of 15 spaces relative to the SDBL requirement and 59 spaces relative to the ITE-based demand, indicating adequate on-site capacity to meet anticipated parking needs. Parking Management Measures including assigned resident garage parking, designated guest spaces, and annual HOA garage inspections would promote efficient use and management of available parking. If deemed necessary, these measures would be included as Conditions of Approval (COA) and would be implemented by the Applicant and verified by the City. Moreover, with respect to parking on the Chabad Center property, the Chabad Center noted (in comments) that it monitors ingress/egress and parking on its site. There is no evidence that the Project’s future residents or guests will try to parking on the Chabad Center’s property.
This comment also expresses concerns over the proposed residential development and how it would affect the safety of the neighboring North County Chabad Center. This expresses the commenter’s opinion and does not provide any substantial evidence of significant environmental impacts, nor does it raise any specific concerns about the adequacy of the CEQA Consistency Analysis document. While the City acknowledges the importance of protecting religious freedom and public safety, these issues do not constitute environmental impacts under the California Environmental Quality Act (CEQA). CEQA is limited to the evaluation of significant physical effects on the environment and does not require analysis of neighborhood character, aesthetic preferences, privacy, views, perceived safety, speculative accident risk, parking convenience, zoning policy disputes. This comment does not provide any substantial evidence that the Project would result in a significant environmental impact. This comment expresses the commenter’s opinion regarding and does not provide any substantial evidence of significant environmental impacts, nor does it raise any specific concerns about the adequacy of the CEQA Consistency Analysis document.
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Comment Letter L65: Deby Goodman (2 pages)
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Comment Letter L65: Deby Goodman, February 3, 2026
Response L65: This letter is a copy of the letter provided above in comment L64. Please refer to Response L64 for a response to this comment letter.
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Comment Letter L66: Randall McFarland (1 page)
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Comment Letter L66: Randall McFarland, February 3, 2026 Response L66: This letter provides comments regarding the merits of the proposed Project and states that the Project would result in significant impacts related to traffic. In accordance with Section 15088 of the CEQA Guidelines, the City is required to “evaluate comments on environmental issues received from persons who reviewed the Draft EIR and shall prepare a written response to comments raising significant environmental issues received during the noticed comment period.” Comments related to the proposed Project or elements of the Project, as well as the Project’s merits, are not themselves considered comments on issues related to physical environmental conditions or impacts disclosed and evaluated as part of the CEQA Consistency Analysis. Impacts related to transportation and traffic were discussed in Section 5.9, Transportation, on pages 93 through 96 of the CEQA Consistency Analysis. Thus, as detailed on page 94, the Project would not conflict with alternative transportation and Project impacts to transit, bicycle, and pedestrian facilities would be less than significant. As such, there would be no new or increased impacts. It should also be noted that automobile delay, including level of service (LOS), cannot legally be an impact on the environment. (Ocean Street Extension Neighborhood Assn., supra, 73 Cal.App.5th at 1021 [challenges to EIR’s LOS analysis that compared project traffic to General Plan LOS goals were moot].) In addition, page 95 off the CEQA Consistency Analysis details that pursuant to the City’s Vehicle Miles Traveled (VMT) screening criteria and guidance from Governor’s Office of Planning and Research (OPR) and CEQA Guidelines Section 15064.3(b)(1), based on the Project’s location within a low VMT-generating area, the proposed Project would result in a less than significant impact related to VMT. The Project would not introduce any new roadways or introduce a land use that would conflict with existing urban land uses in the surrounding area. Internal circulation would be provided via 24-foot-wide drive-aisles that double as a fire access lanes. Design of the proposed Project, including the internal private roadway, ingress, egress, and other streetscape changes are subject to the City’s development standards. For example, the design of the Project streets would be reviewed to ensure fire engine accessibility and turn around area is provided to the fire code standards. As a result, impacts related to vehicular circulation design features would be less than significant
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Comment Letter L67: Matthew Vawter, Yorba Linda Resident for Responsible Development (7 pages)
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Comment Letter L67: Matthew Vawter, Yorba Linda Resident for Responsible Development. November 11, 2025.
Response L67.1: This comment is introductory in nature and does not raise a specific issue with the adequacy of the Consistency Analysis or raise any other CEQA issue. The commenter asserts that the Conditional Use Permit findings cannot be made, which is not a comment on the adequacy of the CEQA analysis. Therefore, no further response is required or provided.
Response L67.2: The Biological Resources Assessment (BRA) (Appendix G to the CEQA Consistency Analysis) was prepared by a qualified biologist in accordance with established survey methodologies of the California Department of Fish and Wildlife (CDFW). The BRA included a field survey, review of existing biological databases, evaluation of habitat conditions on the Project site, and consideration of special-status species with the potential to occur in the region.
As noted on Page 4 of the BRA, due to historic agricultural uses and existing residential land uses, no native plant communities or natural communities of special concern are present within or adjacent to the Project site.
As a result, the Project site and adjacent areas do not support suitable habitat for special-status plant or wildlife species. No sensitive natural communities, jurisdictional waters, or other regulated biological resources were identified on the site (Page 2-8). Because no suitable habitat for sensitive species is present, focused plant or wildlife protocol surveys are not required under CDFW guidance.
A bee siting is not evidence that Crotch bumble bee exists within the Project site. Additionally, Crotch's bumble bee does not have a specific habitat in citrus trees; its preferred habitats are open grasslands, shrublands, and chaparral. As described on Page 2 of the BRA, a field survey was conducted on May 21, 2025, which evaluated the existing plant communities on the Project site for their potential to support special-status plant and wildlife species. No suitable habitat for Crotch Bumble Bee or any other sensitive bee specie was identified on the site during the field survey; therefore, the species was determined to be absent from the site (Page 25).
The conclusions of the BRA are based on site-specific observations and accepted professional standards.
Therefore, the analysis adequately evaluates biological resources, and no additional surveys or analysis are warranted.
Response L67.3: The commenter states that the Noise and Air Quality analyses should have been prepared using actual construction fleet information. At this stage in the planning process, it is not typical to have a General Contractor engaged with a project. Therefore, it is standard for CEQA projects to utilize typical equipment types and numbers identified as defaults from the California Emissions Estimator Model (CalEEMod). CalEEMod provides defaults that have been verified by the United States Environmental Protection Agency, California Air Resources Board, California Energy Commission, California Department of Resources Recycling and Recovery, and South Coast Air Quality Management District.
With regard to Mitigation Measure 4.6-4 from the Programmatic EIR, the Project does not propose the use of a pile driver, vibratory roller, or jackhammer as indicated on page 33 of the Noise and Vibration Analysis.
The Project-specific Noise and Vibration Impact Analysis (Appendix H) uses vibration standards from Caltrans (2020) to analyze vibration impacts to existing structures near the Project, consistent with projects in the city. The analysis assesses the potential for building damages using vibration levels in PPV (peak particle velocity) (in/sec). Caltrans indicates that for older residential buildings, the construction vibration damage criterion is 0.3 in/sec in PPV. The nearest sensitive receptor to the south is located as close 15 feet from the Project site’s boundaries. As shown on page 83 of the Consistency Analysis, vibration levels during construction would range from 0.006 PPV (in/sec) to 0.191 PPV (in/sec), which would not exceed the vibration threshold of 0.3 PPV (in/sec) for older residential structures.
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With regard to Mitigation Measure 4.6-5 from the Programmatic EIR, the Noise and Vibration Analysis evaluated potential stationary noise impacts using the CadnaA computer program to calculate the distance and attenuation from each noise source to the noise receiver locations, which is compliant with the ISO 9613- 2 protocol as required by Mitigation Measure 4.6-5. As described on page 30, the Project would generate stationary noise primarily from rooftop heat, ventilation, and air conditions (HVAC) units and on-site trash collection activities. Typical HVAC units generate approximately 60 dBA at 20 feet from the source, and trash compactors generate approximately 74 dBA at 9.84 feet from the source (Appendix H). For modeling purposes, the analysis conservatively assumed that all HVAC units operate simultaneously for 585 minutes during the daytime and 252 minutes during the nighttime. Sound power levels were converted to sound pressure levels using the Tontechnik-Rechner tool developed by Sengpielaudio.
Based on the CadnaA modeling results (page 31), Project operational noise levels would be approximately
51.2 dBA during the daytime and 49.4 dBA during the nighttime at the nearest sensitive receptors. These levels are below the City’s Municipal Code noise standards of 55 dBA during the daytime and 50 dBA during the nighttime. Therefore, stationary operational noise impacts associated with HVAC equipment and trash collection would be less than significant. Therefore, no mitigation measures are required.
Response L67.4: The noise measurements were taken during the day with normal activities in compliance with the City's Municipal Code Section 8.32.080 Exterior and interior noise level measurement, which provides “The location selected for measuring exterior noise levels shall be at any point on the affected residential property”. Four short-term, 15-minute noise measurements were taken between 9:00 AM and 3:00 PM to reflect the most stable and representative period for understanding the normal “everyday” sound of a neighborhood. Short-term noise measurements capture typical background noise, such as local traffic and natural sounds like wind, without the short-term spikes that can occur during morning and evening rush hours, which can vary quite a bit from one day to the next. The 15-minute measurement period is also a common and widely accepted industry practice. The four short-term noise measurements were taken at the following locations: in front of 19111 Yorba Linda Boulevard; at the southwest corner of 19045 Yorba Linda Boulevard (Chabad Center); northeast of 19185 Palm Vistal and in front of 19020 Lynn Lane (see Figure 4-1 of Appendix H).
While a full 24-hour study can also be conducted, standard noise assessment methods add extra “penalties” to evening and nighttime hours (5 decibels in the evening and 10 decibels at night) to reflect that people are more sensitive to noise during those times. Because of these built-in adjustments, a 24-hour result would not necessarily be lower than the representative daytime levels that were measured, and in some cases it could even be higher, depending on actual nighttime conditions.
With respect to the synagogue, nearby institutional uses were considered as part of the sensitive receptor analysis. However, the closest sensitive receptors to the Project site are adjacent residential uses. Because noise levels attenuate with distance, modeling impacts at the nearest receptors represents a conservative analytical approach. If impacts at closer residential receptors are less than significant, impacts at more distant receptors, including the synagogue, would necessarily be equal or less.
Accordingly, the noise monitoring methodology is consistent with Municipal Code requirements, standard acoustical practice, and CEQA guidelines, and provides substantial evidence supporting the conclusion that noise impacts would be less than significant.
Response L67.5: The thresholds adopted by the South Coast Air Quality Management District (SCAQMD) are measured in pounds per day. Therefore, using a conservative one year construction schedule would provide the highest level of emissions, as extending the construction schedule would reduce the emissions per day. Additionally, the emissions of vehicles and equipment decrease over time due to newer vehicles and equipment having stricter emission requirements; therefore, future opening year dates would estimate lower
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emissions than what was provided. Therefore, the assumptions made in the Air Quality, Traffic, and Noise studies provide a conservative analysis.
Response L67.6: The Localized Significance Thresholds were prepared using the SCAQMD’s “Fact Sheet for Applying CalEEMod to Localized Significance Thresholds”. In this document, the appropriate methodology is to base the acres disturbed on the construction equipment used. Additionally, Localized Significance Thresholds increase based on disturbed acres; therefore, using 2 acres instead of 2.6 requires the Project to meet stricter thresholds.
Response L67.7: The analysis of barrier attenuation was based on the methodology provided in the Federal Highway Administration (FHWA) Noise Barrier Design Handbook. According to FHWA guidance, a noise reduction of up to 8 dBA may be assumed when a noise source is fully enclosed or completely shielded by a solid barrier located close to the source. Where barriers are solid but may not provide complete acoustic enclosure, or where minor gaps may be present, a conservative reduction of 5 dBA is recommended.
For the Project, the existing walls located to the north, northeast, and south of the site were reviewed through a field visit and aerial photography. These walls are constructed of solid materials (e.g., masonry or concrete) and do not contain substantial gaps or openings that would substantially degrade their acoustic performance.
However, because the walls do not fully enclose the construction area and to conservatively account for any minor gaps or edge diffraction effects, a 5 dBA reduction, rather than the maximum 8 dBA, was applied to the modeled noise levels at the affected sensitive receptors. The assumed 5 dBA attenuation is consistent with FHWA guidance and standard acoustical engineering practice and represents a conservative estimate of barrier performance under typical field conditions.
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Response L67.8: 1.5, 3, or 5 dBA standards are used for long-term assessment. The City of Yorba Linda nor the County of Orange has established thresholds for temporary noise (construction) increase over ambient levels. Noise ordinances vary across jurisdictions, and some cities and counties in California set construction noise limits at 75 dBA Leq at residential properties and restrict construction activities to daytime hours. Or, many jurisdictions now recognize that construction noise is a common feature of urban areas, and regulate construction noise by hour, not noise level. For cities and counties that haven’t adopted standards, the FTA threshold of 80 dBA Leq is widely used. In contrast, operational noise regulations are established by jurisdictions in their municipal codes and are generally more stringent because they apply to continuous, long-term noise sources that can significantly affect quality of life. As a result, many jurisdictions establish non-construction daytime residential noise limits around 50-60 dBA Leq. The difference between exterior noise standards and construction noise levels suggest that a 15–35 dBA increase over the daytime noise limit can be reasonably tolerated during construction activities without significant adverse effects. The lowest midpoint of range is 20 dBA. This relationship is reflected in many CEQA documents statewide, which use the FTA construction noise threshold of 80 dBA Leq for assessing temporary construction impacts, while applying local ordinance noise limits of 50-60 dBA for exterior noise standards when evaluating operational noise impacts. For this analysis, a conservative threshold of 12-dBA is used.
Response L67.9: The operational noise was modeled using the CadnaA (Computer Aided Noise Abatement) software. Based on the modeling results from CadnaA, the noise during operation of 63-homes would be
45.9 dBA during the daytime and 44.7 dBA during the nighttime at the site boundary, which would not exceed the City’s exterior thresholds of 55 dBA and 50 dBA at a nearby residential property, respectively.
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Response L67.10: Noise and vibration are related but distinct phenomena. Equipment may emit high sound levels due to aerodynamic or fluid dynamic effects without exhibiting significant mechanical vibration. Pile driving is not very common in low-rise residential development. Also, there are various options for pavement.
The construction contractor would use a low vibration roller near the existing structure. The excavation and compaction are usually done by excavator, which generates similar level of vibration as a large bulldozer.
The vibration level from large bulldozer is analyzed in the report.
Response L67.11: The commenter is correct in that the Geotechnical Report included a type noting the City of Fullerton instead of the City of Yorba Linda. However, the analysis in the Geotechnical Report still reflects the proposed Project. This comment does not raise a CEQA issue.
Response L67.12: Health Risk Assessments are prepared for projects that have the potential of subjecting sensitive receptors (homes, hospitals, schools, etc.) to long term exposure to hazardous airborne pollutants. In the case of this Project, the hazardous airborne pollutant that would be analyzed is Deisel Particulate Matter (DPM) emissions. The Health Risk Analysis involves analyzing the impact on a 30-year time scale. As construction of the Project would last substantially less than 30 years and the operation of the Residential Project would not result in regular DPM emissions, a Construction Health Risk Assessment is not warranted.
Moreover, the Project’s LST construction analysis concluded that PM emissions would be well-below applicable standards.
Response L67.13: The study did not identify deficiencies that would cause drivers to look for alternative routes. The Project would generate approximately 16 trips to/from the east under the worst-case scenario peak hour (PM peak hour). 16 peak hour trips (or 1 car every 4 minutes) is considered negligible for traffic analysis purposes. It is to be noted that a traffic impact analysis (TIA) was not warranted per the City’s TIA guidelines (since the Project would generate less than 50 peak-hour trips); however, a TIA has been prepared at the request of the City.
Response L67.14: The study analyzed 4 intersections, including the Project driveway intersection. The study concluded that all analyzed intersections (including the Project driveway) would operate at acceptable level of service and would therefore not impact adjacent streets.
Response L67.15: The Project site plan which includes one driveway along Yorba Linda Boulevard was reviewed and approved by the fire department, which deemed the one driveway as appropriate.
Response L67.16: A parking analysis was prepared for the Project using parking generation rates from the Institute of Transportation Engineers (ITE) The ITE Parking Generation manual rates are derived from surveys of similar residential developments. Therefore, the ITE rates can be considered as a valid sources that is representative of the Project. The ITE rate requires the Project to provide 79 spaces whereas the Project would provide 137 spaces, exceeding the ITE requirement by 58 spaces. The Project will include parking regulations as part of the CC&Rs, enforceable by the homeowner’s association. These parking regulations would require residents to use their garage spaces for parking and include periodic inspections of garages.
The parking study concluded that on-site parking would be adequate to serve residents and visitors on a typical day and the parking supply would not result in significant spillover of parking onto adjacent streets or to the adjacent park.
Response L67.17: This comment does not raise CEQA issue.
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Urban Planning ■ Due Diligence ■ Entitlements ■ CEQA/NEPA ■ Development Services ■ Management ■ Public Outreach 3333 Michelson Drive, Suite 500 ■ Irvine, CA 92612
949.794.1180 ■ [email protected]
This technical memorandum serves as the second supplemental memorandum to the Traffic Impact Analysis and Parking Demand Analysis prepared by EPD Solutions, Inc (EPD). The analyses within this technical memorandum addresses the specific concerns that were raised by the community members in the City of Yorba Linda through city hearings and emailed letters. The proposed Project would construct 62 attached, three-story townhome residential units on the 2.6-acre site. Each residential unit would have three or four bedrooms. Access to the Project site would be provided by a 24-foot-wide driveway on Yorba Linda Boulevard. Internal circulation would be served by 24-foot-wide drive aisles that also function as fire access lanes. The project, as previously proposed, provided a total of 138 parking spaces, however the project applicant recently revised the site plan to include two additional spaces, bringing the total to 140 parking spaces. Each unit includes a two-car garage, resulting in 124 garage spaces, all pre-wired for electric vehicle (EV) chargers. In addition, 16 guest spaces are proposed.
Parking
The project is subject to the parking requirements established under the State Density Bonus Law (DBL); California Government Code Section 65915(p)(1), which permits adjustments to parking requirements for residential projects receiving a density bonus to support higher-density and affordable housing. The applicable DBL parking ratios of 1.5 spaces per unit for three-bedroom units and 2.5 spaces per unit for four-bedroom units are applicable to the project. The total DBL-calculated requirement is 122 spaces. The project would provide 140 on-site parking spaces which is a surplus of 18 spaces relative to the DBL requirement. The project is not required to provide any additional justification of the parking supply.
Compliance with parking regulations imposed by the project homeowners association will be the responsibility of the association and will be subject to City Code Enforcement regulations should parking become a nuisance in the future.
The parking demand analysis prepared by EPD concluded that based on the parking demand rates provided by the Institute of Transportation Engineers (ITE), the project’s parking supply would be sufficient.
Off-site parking agreements would be considered by the project applicant but should not act as a condition for the project to operate. Additionally, a parking management plan may be considered during the final project design phase to ensure parking is handled legally and efficiently. The parking management plan would be enforced by the project’s homeowner’s association and would also be subject to City code enforcement, should off-site parking become a regular occurrence. The statement that additional impacts would result from off-site parking is speculative and depends on the conclusion that the parking supply is deficient and would result in off-site parking on a regular basis. Parking is not an issue under CEQA.
Furthermore, CEQA does not require evaluation of impacts that are speculative and not based on substantial evidence.
To: City of Yorba Linda
From: Hashem Basrawi, EIT, Meghan Macias, TE, EPD Solutions Inc Date: 2/25/2026
Site: 19081 Yorba Linda Boulevard
Subject: Supplemental Traffic Analyses (Second Report) – 19081 Yorba Linda Boulevard EPD Project #: 25-062
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
2 Crash Data Analysis
A crash data analysis was conducted to address the neighbors’ safety concerns regarding vehicles, pedestrians, bikes, e-bikes, and equestrian movements within the project’s vicinity. The crash data analysis is based on Transportation Injury Mapping System (TIMS) which records crash data through the Statewide Integrated Traffic Records System (SWITRS), a database that collects and processes data gathered from a collision scene. The analysis included analyzing crash data for five years between 2020 and 2025 along Yorba Linda Boulevard, Ohio Street, Oriente Drive and Palm Avenue. Over a period of five years, there were no collisions reported within the project’s vicinity along Yorba Linda Boulevard, Ohio Street, Oriente Drive, and Palm Avenue. However, two collisions occurred at the intersection of Palm Avenue and Yorba Linda Boulevard in 2024. Crash data sheets are provided in Attachment A. Figures 1 (Number of Crashes by Crash Severity), 2 (Crash Diagram), 3 (Number of Crashes by Type of Crash), 4 (Number of Crashes Per Day of Week Per Time), and 5 (Number of Crashes PCF Violation) provide detailed collision information. As shown in Figures 1, 2, 3, 4, 5 and Attachment A:
• Crash Case ID: 9698016 – a rear end collision occurred on April 24, 2024 with an injury (complaint of pain) crash severity due to unsafe speed.
• Crash Case ID: 9698016 – a broadside collision occurred on July 10, 2024 with an injury (visible injury) crash severity due to one of the drivers failing to abide by the traffic signal direction. The collision occurred between a vehicle making a southbound left turn and another vehicle driving westbound.
The California Manual on Uniform Traffic Control Devices (CAMUTCD) identifies the critical crash threshold as five or more reported crashes within a 12-month period which is also a general traffic engineering practice. Moreover, the intersection of Yorba Linda Boulevard and Palm Avenue included two crashes which does not meet the critical threshold of recommending safety improvements. Furthermore, the two crashes resulted from driver behavior (i.e. unsafe speed or failing to obey signal indication), and not from a design deficiency or unsafe physical condition of the roadway. As aforementioned, the neighbors raised concerns about future transportation safety; however, per the crash data analysis that was conducted, it was concluded that there was not any traffic crash pattern identified that could result in future safety hazards within the project vicinity.
Figure 1: Number of Crashes by Crash Severity
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Supplemental Traffic Analyses (Second Report)
3 Figure 2: Crash Diagram
Yorba Linda Blvd
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Supplemental Traffic Analyses (Second Report)
4 Figure 3: Number of Crashes by Type of Crash
Figure 4: Number of Crashes Per Day of Week Per Time
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Supplemental Traffic Analyses (Second Report)
5 Figure 5: Number of Crashes PCF Violation
U-Turn Analysis at Yorba Linda Boulevard/Club Terrace Drive Community members raised concerns about eastbound vehicles driving on Yorba Linda Boulevard and Uturning at the unsignalized intersection of Yorba Linda Boulevard and Club Terrace Drive instead of driving further and U-turning at the signalized intersection of Yorba Linda Boulevard and Palm Avenue. Turning movement counts were collected at the intersection of Yorba Linda Boulevard and Club Terrace Drive during peak hours (7-9AM and 4-6PM) on Thursday (February 12, 2026), Saturday (February 14, 2026), and Sunday (February 15, 2026). Turning movement counts are provided in Attachment B. The counts included the following number of eastbound U-turns:
• Thursday: 8 eastbound U-turns between 7 AM and 9AM and 1 eastbound U-turn between 4 PM and 6 PM.
• Saturday: 0 eastbound U-turns between 7 AM and 9AM and 0 eastbound U-turns between 4 PM and 6 PM.
• Sunday: 6 eastbound U-turns between 7 AM and 9AM and 2 eastbound U-turns between 4 PM and 6 PM.
The data indicates that under existing conditions, vehicles are utilizing the eastbound left-turn lane at Club Terrace Drive to make U-turns. Project trips may also U-turn at Club Terrace Drive instead of driving further and U-turning at Palm Avenue. Furthermore, based on the gap survey1 that was previously conducted, there were 78 gaps sufficient for passenger cars to U-turn during the observed half-hour period. Additionally, based on the collected turning movement counts and the crash data analysis conducted herein, it was concluded that vehicles U-turned at Club Terrace Drive safely without any crashes; therefore, it is anticipated that vehicles would continue to make safe U-turns.
1 EPD conducted a gap survey on November 19, 2025 to determine the number of gaps (seconds) that are available within the westbound traffic along the Project’s frontage on Yorba Linda Boulevard.
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Supplemental Traffic Analyses (Second Report)
6 An operational analysis of the intersection of Club Terrace Drive and Yorba Linda Boulevard with project traffic and traffic from the adjacent Aleph Preschool is provided later in this analysis.
Traffic Impact Analysis
Community members raised concerns about the need to analyze an additional 100-student capacity at the North County Chabad Center Preschool (Aleph Preschool), which is located adjacent to the project. The trip generation for the preschool is provided in Attachment C. Additionally, the community requested that additional roadways and an additional intersection (Club Terrace Drive/Yorba Linda Boulevard) be added to the study area. Therefore, this section includes supplemental analysis components in addition to the traffic components that were analyzed in the traffic impact analysis prepared by EPD on October 27, 2025. This supplemental analysis includes the following analyses:
• Roadway Segment Operational Analysis:
1. Yorba Linda Boulevard between Ohio Street and Palm Avenue
2. Ohio Street between Yorba Linda Boulevard and Oriente Drive
3. Oriente Drive between Ohio Street and Palm Avenue
4. Palm Avenue between Oriente Drive and Yorba Linda Boulevard • Intersection Operational Analysis:
1. Ohio Street/Yorba Linda Boulevard (previously analyzed)
2. S Ohio Street/Yorba Linda Boulevard (previously analyzed)
3. Project Driveway/Yorba Linda Boulevard (previously analyzed)
4. Palm Avenue/Yorba Linda Boulevard (previously analyzed)
5. Club Terrace Drive/Yorba Linda Boulevard (additional intersection to be analyzed) The roadway analysis was based on the average daily traffic (ADT) counts collected on Thursday (February 12, 2026), Saturday (February 14, 2026), and Sunday (February 15, 2026). ADT count sheets are provided in Attachment D. The analysis was conducted based on the counts collected on Thursday as they were the most conservative out of the three days. The future volume with the Aleph Preschool and the project was determined by adding 20% of preschool traffic and 50% of project trips to local roadways. Please note that this assumption varies from that evaluated in the traffic impact analysis, which did not assume that any project trips would be added to Ohio Street, Oriente Drive or Palm Avenue.
Table 1 (Daily Roadway Segment Operational Analysis) below provides the results of the roadway analysis.
As shown in Table 1, all analyzed roadway segments would operate within the allowed capacities (identified in the 2026 Master Plan of Arterial Highways by Orange County Transportation Authority) with the addition of the project and the Chabad 100-student additional capacity preschool.
Table 1: Daily Roadway Segment Operational Analysis
The intersection analysis included an additional intersection (Club Terrace Drive/Yorba Linda Boulevard).
Peak hour turning movement counts at the additional intersection were collected during peak hours (7-9AM and 4-6PM) on Thursday (February 12, 2026), Saturday (February 14, 2026), and Sunday (February 15, 2026). Additionally, due to the neighbors’ concern about project traffic U-turning at Club Terrace Drive/Yorba Linda Boulevard intersection, this supplemental document analyzed project U-turns at Club Terrace Drive/Yorba Linda Boulevard intersection instead of U-turning at Palm Avenue/Yorba Linda Boulevard intersection. Table 2 (Peak Hour Intersection Operational Analysis) shows the peak hour level of
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
7 service (LOS) at the study intersections. LOS analysis sheets are provided in Attachment E. As shown in Table 2, all study intersections would operate at satisfactory LOS except for intersection 5 (i.e., Club Terrace Drive/Yorba Linda Boulevard). However, as stated in the City of Yorba Linda Traffic Impact Analysis Guidelines (prepared in May 2020), only project traffic volumes resulting in a 1% increase in the volume to capacity ratio of a deficient intersection (LOS E or F) as compared to the No Project condition will require intersection improvements. As shown in Table 2, the volume to capacity ratio under existing with project conditions does not result in an increase of 1% when compared to existing conditions. Therefore, the project itself would not result in a significant impact at the intersection.
Intersection 5 operates at unsatisfactory LOS under existing conditions and will continue to operate at unsatisfactory LOS with the addition of project trips due to the delays experienced by the northbound leftturn and southbound left-turn worst-case movements. Table 3 (Intersection 5 Movement Analysis) shows the delay experienced by each movement at intersection 5. This result is typical of unsignalized intersections along an arterial roadway because when reporting the results for a two-way stop-controlled intersection, only the worst movement is reported. In this case, the worst case is the northbound and southbound left turns, which are movements not affected by project traffic.
The project would add trips to the eastbound and westbound through movements as well as the eastbound U-turn movement at Club Terrace Drive/Yorba Linda Blvd. The delay experienced on each movement is broken out in the table below to better illustrate the operation of the intersection. As shown in Table 3, with the addition of traffic from both the Aleph Preschool and the project, the eastbound and westbound movements would operate with acceptable levels of service.
Table 2: Peak Hour Intersection Operational Analysis
Table 3: Intersection 5 Movement Analysis
Delay
(s/veh)1 LOS2 V/C3 Delay (s/veh)1 LOS2 V/C3 Delay (s/veh)1 LOS2 V/C3 Delay (s/veh)1 LOS2 V/C3 Delay (s/veh)1 LOS2 V/C3 Delay (s/veh)1 LOS2 V/C3
1. Ohio St/Yorba Linda Blvd Signalized - A 0.32 - A 0.31 - A 0.32 - A 0.31 - A 0.32 - A 0.31 D
2. S Ohio St/Yorba Linda Blvd Signalized - A 0.34 - A 0.34 - A 0.35 - A 0.35 - A 0.35 - A 0.35 D
3. Project Driveway/Yorba Linda Blvd TWSC - - - - - - 15.7 C 0.05 14.3 B 0.03 16.0 C 0.06 14.6 B 0.03 D
4. Palm Ave/Yorba Linda Blvd Signalized - A 0.29 - A 0.29 - A 0.29 - A 0.29 - A 0.29 - A 0.30 D
5. Club Terrace Dr/Yorba Linda Blvd TWSC 46.2 E 0.01 65.1 F 0.12 46.6 E 0.01 66.1 F 0.12 50.3 F 0.01 71.0 F 0.13 D =Unsatisfactory Level of Service
LOS
Standard
1 Delay in Seconds
2 Level of Service
3 Volume to Capacity ratio
AM Peak PM Peak AM Peak PM Peak
TWSC = Two-Way Stop Control
Existing With Project
AM Peak PM Peak Intersection Traffic
Control
Existing Existing With Project With Chabad Aleph
Preschool
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
8 Cut Through Analysis
Community members raised concerns about the project generating cut-through trips due to delay that would be experienced when making an eastbound U-turn to access the project site. Based on the gap survey2 that was previously conducted, it was concluded that vehicles would have sufficient gaps to make a right turn out of the Project’s driveway and ultimately make a westbound U-turn at the intersection of Yorba Linda Boulevard/South Ohio Street. The sufficiency of gaps would also apply to eastbound U-turns along Yorba Linda Boulevard. Since there are sufficient gaps available for vehicles to U-turn, cut-through trips are not anticipated. Furthermore, a cut-through trip would add approximately one mile and take more than 3 minutes, whereas a U-turn at Club Terrace Drive would only experience 20 seconds of delay. Additionally, as concluded in the roadway LOS analysis, all analyzed roadway segments (Yorba Linda Boulevard, Ohio Street, Oriente Drive, and Palm Avenue) would operate at satisfactory LOS with the addition of project trips, meaning that no significant delay would exist to cause vehicles to seek less congested routes.
North County Chabad Driveway
Community members raised concerns about the project’s outbound traffic conflicting with the traffic at the Chabad driveway, especially during peak drop-off and pick-up times at the Aleph Preschool. The previous supplemental analysis included a discussion of peak times at the Aleph Preschool, which were observed to be 9-10 AM and 2-3 PM. Peak hours at a residential community generally coincide with residents traveling to work, which generally occurs between 7-9 AM and 4-6 PM. Therefore, the peak arrivals at the Aleph Preschool are not expected to coincide with the peak departures at the project driveway. However, the trips at each driveway are evaluated assuming that arrivals are concurrent. Table 4 and 5 show the AM and PM peak hour trips for the existing Aleph preschool, additional 100-student capacity, total future Aleph Preschool, and the project.
Table 4: AM Peak Hour Trips at Driveways
Driveway Inbound Outbound
Existing Aleph Preschool 20 14
Additional 100 students 42 37
Total Future Aleph Preschool 62 51
Project 6 19
Table 5: PM Peak Hour Trips at Driveways
Driveway Inbound Outbound
Existing Aleph Preschool 14 20
Additional 100 students 37 42
Total Future Aleph Preschool 51 62
Project 20 12
The project would generate 19 outbound trips during the AM peak hour which is equivalent to 1 trip every 3 minutes. The Chabad driveway is estimated to generate approximately 62 trips with the addition of the 100-student capacity during the PM peak hour which is equivalent to 1 trip every 1 minute. Due to the low volumes at both driveways, it is unlikely that significant congestion would occur due to the close spacing of the driveways. Preschool arrival and pick-up would be staggered throughout the hour, as demonstrated in the previous analysis using Streetlight data. Residents would also depart throughout the hour; therefore, it is 2 EPD conducted a gap survey on November 19, 2025 to determine the number of gaps (seconds) that are available within the westbound traffic along the Project’s frontage on Yorba Linda Boulevard.
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
9 likely that most trips would not coincide with another trip, either at the project or the preschool. It is similarly likely that some trips may coincide with one another, however it has been demonstrated that there are at least 95 gaps in traffic that could accommodate 2 or 3 trips departing at the project driveway and the Chabad driveway concurrently. The only time that a significant amount of traffic would be expected to utilize either driveway would be during arrival or departure from services held at the Chabad Center.
Services are held on Saturday, which would not be a peak time for residential trips. Therefore, after assessing the project’s trip generation and the existing and proposed Chabad trip generation, it was concluded that traffic at the two driveways may coincide at times, however, would not be significant enough to cause congestion as vehicles would be expected to follow right-of-way rules and yield to each other to avoid conflicts.
Multimodal Traffic Counts Collection
In response to concerns raised by community members regarding multimodal transportation within the project vicinity, an analysis of Ohio Street, Oriente Drive and Palm Avenue was prepared to identify any existing safety risks to pedestrians, bicyclists or equestrians. Ohio Street, Oriente Drive, and Palm Avenue are local two-lane streets. The roadways are of varying widths and do not provide sidewalks. The speed limit on Ohio Street and Oriente Drive is 25 mph, while the speed limit on Palm Avenue is 30 mph. Although the speed survey data from the latest Engineering and Traffic Survey is not publicly available, the staff report dated December 17, 2019 indicates that the latest Engineering and Traffic Survey does not indicate the need to revise any speed limits within the City. This would indicate that 85th percentile speeds on Ohio Street, Oriente Drive and Palm Avenue were within 5 mph of the posted speed limit.
Multimodal traffic counts were collected over a 24-hour period on Thursday (February 12, 2026), Saturday (February 14, 2026), and Sunday (February 15, 2026) for vehicles, pedestrians, bikes, e-bikes, e-scooters, and equestrians at Yorba Linda Boulevard, Ohio Street, Oriente Drive, and Palm Avenue. Multimodal traffic counts are provided in Attachment F. Figures 6, 7, and 8 depict the 24-hour volumes of vehicles, pedestrians, bikes, e-bikes, e-scooters, and equestrians.
As shown in the figures, the vehicle traffic on Ohio Street and Oriente Drive was observed to be less than 600 vehicles per day and less than 800 vehicles per day on Palm Avenue. No equestrians were observed on any street during the survey period, however moderate (less than 200 per day) levels of pedestrians and bicyclists were observed on each roadway. Very little guidance exists for evaluating traffic volumes on shared-use roadways, however the Federal Highway Administration (FHWA) in its University Course on Bicycle and Pedestrian Transportation3 states that “Shared roadways are suitable in urban areas on streets with low speeds—40 kilometers per hour (km/h) (25 miles per hour (mi/h)) or less—or low traffic volumes (3,000 vehicles per day or less, depending on speed and land use)”.
The three local roadways evaluated demonstrate speeds and traffic volumes less than those recommended by FHWA for shared use roadways. Additionally, the crash analysis did not identify any collisions on Ohio Street, Oriente Drive or Palm Avenue. No safety issues have been identified in this evaluation. Furthermore, this analysis has not identified any traffic conditions that would cause cut-through traffic on Ohio street, Oriente Drive or Palm Avenue, however even if all project trips were to travel on these roadways, the traffic volume would still be below 900 trips per day, which is significantly lower than the 3,000 vehicle trip threshold identified by the FHWA.
3 https://www.fhwa.dot.gov/publications/research/safety/pedbike/05085/pdf/lesson14lo.pdf
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
10 Figure 6: Multimodal Survey (Thursday)
Oriente Dr
Ohio St
Palm Ave
Yorba Linda Blvd
8 5
26 40
0 0
360
3 5
7 5
0 0
0 0
21 28
16 18
0 0
3 4
17 14
292
14,075
13,705
530
580
670
728
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
11 Figure 7: Multimodal Survey (Saturday)
Oriente Dr
Ohio St
Palm Ave
Yorba Linda Blvd
29 26
29 44
0 0
276
9 4
5 9
0 0
0 0
37 32
31 58
0 0
23 29
4 14
237
11,412
12,409
435
454
530
581
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
12 Figure 8: Multimodal Survey (Sunday)
Oriente Dr
Ohio St
Palm Ave
Yorba Linda Blvd
19 17
20 36
0 0
248
8 7
6 8
0 0
0 0
40 49
20 53
0 0
56 50
4 4
213
9,126
10,026
378
401
491
545
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
ATTACHMENT B – INTERSECTION TURNING MOVEMENT COUNTS FOR YORBA
LINDA BOULEVARD AND CLUB TERRACE DRIVE
T112224
DATE: LOCATION: PROJECT #: SC5897
Thu, Feb 12, 26 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: STOP N
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 3 0 1 3 0 0 0 0 0
7:00 AM 3 0 1 2 0 2 0 128 1 1 195 0 333 0 0 1 1 2
7:15 AM 5 0 2 0 0 1 1 128 0 0 193 0 330 0 0 0 0 0
7:30 AM 1 0 2 0 0 1 1 157 3 0 247 1 413 0 0 0 0 0
7:45 AM 1 0 2 0 0 1 0 157 1 1 284 0 447 0 0 1 2 3
8:00 AM 1 0 3 0 0 0 1 175 3 0 260 2 445 0 0 1 1 2
8:15 AM 5 0 4 0 0 2 2 231 2 0 334 0 580 0 0 2 0 2
8:30 AM 2 0 1 0 0 1 0 206 2 2 350 0 564 0 0 1 1 2
8:45 AM 0 0 1 1 0 1 0 202 0 1 261 0 467 0 0 2 0 2
VOLUMES 18 0 16 3 0 9 5 1,384 12 5 2,124 3 3,592 0 0 8 5 13 APPROACH % 53% 0% 47% 25% 0% 75% 0% 98% 1% 0% 99% 0%
APP/DEPART 34 / 8 12 / 17 1,409 / 1,408 2,137 / 2,159 0
BEGIN PEAK HR
VOLUMES 8 0 9 1 0 4 3 814 7 3 1,205 2 2,064 0 0 6 2
APPROACH % 47% 0% 53% 20% 0% 80% 0% 98% 1% 0% 99% 0%
PEAK HR FACTOR 0.472 0.625 0.876 0.858 0.887
APP/DEPART 17 / 5 5 / 10 830 / 826 1,212 / 1,223 0
4:00 PM 1 0 0 0 0 5 4 332 2 2 249 2 597 0 0 0 0 0
4:15 PM 2 0 2 0 0 3 1 335 6 0 267 5 621 0 0 0 0 0
4:30 PM 0 0 2 0 0 7 3 324 0 3 242 2 583 0 0 0 0 0
4:45 PM 4 0 1 1 0 3 4 355 2 1 254 3 628 0 0 0 0 0
5:00 PM 0 0 2 0 0 5 6 373 2 1 257 1 647 0 0 0 1 1
5:15 PM 2 0 2 0 0 10 2 318 2 0 286 2 624 0 0 1 0 1
5:30 PM 2 0 2 0 0 4 2 343 5 1 278 1 638 0 0 0 1 1
5:45 PM 0 0 3 0 0 5 4 328 0 1 243 0 584 0 0 0 0 0
VOLUMES 11 0 14 1 0 42 26 2,708 19 9 2,076 16 4,925 0 0 1 2 3 APPROACH % 44% 0% 56% 2% 0% 98% 1% 98% 1% 0% 99% 1%
APP/DEPART 25 / 42 43 / 28 2,754 / 2,725 2,103 / 2,130 0
BEGIN PEAK HR
VOLUMES 8 0 7 1 0 22 14 1,389 11 3 1,075 7 2,540 0 0 1 2 APPROACH % 53% 0% 47% 4% 0% 96% 1% 98% 1% 0% 99% 1%
PEAK HR FACTOR 0.750 0.575 0.928 0.944 0.980
APP/DEPART 15 / 21 23 / 14 1,415 / 1,399 1,087 / 1,106 0 Club Terrace Dr
NORTH LEG
Yorba Linda Blvd WEST LEG EAST LEG Yorba Linda Blvd
SOUTH LEG
Club Terrace Dr
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Yorba Linda
Club Terrace Dr
Yorba Linda Blvd
U-TURNS
Club Terrace Dr Club Terrace Dr Yorba Linda Blvd Yorba Linda Blvd AM
8:00 AM
PM
4:45 PM
T112224
DATE: LOCATION: PROJECT #: SC5897
Sat, Feb 14, 26 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: STOP N
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 3 0 1 3 0 0 0 0 0
7:00 AM 0 0 2 0 0 0 2 54 0 0 57 0 115 0 0 0 0 0
7:15 AM 1 0 1 0 0 1 0 56 1 1 70 1 132 0 0 1 1 2
7:30 AM 0 0 0 0 0 2 1 56 1 2 87 3 152 0 0 0 0 0
7:45 AM 1 0 1 0 0 4 2 109 1 0 116 3 237 0 0 0 0 0
8:00 AM 0 0 1 1 0 1 1 92 0 1 118 0 215 0 0 0 0 0
8:15 AM 1 0 0 0 0 0 0 111 0 0 144 1 257 0 0 0 0 0
8:30 AM 2 0 0 0 0 0 1 118 1 0 187 2 311 0 0 0 0 0
8:45 AM 1 0 0 0 0 3 4 148 0 0 215 3 374 0 0 0 1 1
VOLUMES 6 0 5 1 0 11 11 744 4 4 994 13 1,796 0 0 1 2 3
APPROACH % 55% 0% 45% 8% 0% 92% 1% 98% 1% 0% 98% 1%
APP/DEPART 11 / 24 12 / 8 760 / 752 1,013 / 1,012 0
BEGIN PEAK HR
VOLUMES 4 0 1 1 0 4 6 469 1 1 664 6 1,158 0 0 0 1
APPROACH % 80% 0% 20% 20% 0% 80% 1% 99% 0% 0% 99% 1%
PEAK HR FACTOR 0.625 0.417 0.783 0.767 0.772
APP/DEPART 5 / 12 5 / 2 476 / 472 672 / 672 0
4:00 PM 1 0 1 0 0 9 1 190 0 1 229 1 433 0 0 0 0 0
4:15 PM 1 0 1 0 0 2 1 213 6 2 220 2 448 0 0 0 3 3
4:30 PM 3 0 1 0 0 5 1 218 1 0 243 4 476 0 0 0 0 0
4:45 PM 0 0 2 1 0 13 0 241 1 0 264 4 526 0 0 0 0 0
5:00 PM 1 0 3 0 0 3 1 211 0 0 238 1 458 0 0 0 0 0
5:15 PM 0 0 3 1 0 0 0 211 3 4 230 1 453 0 0 0 0 0
5:30 PM 0 0 0 0 0 3 1 180 1 1 193 3 382 0 0 0 0 0
5:45 PM 3 0 2 0 0 2 0 184 2 0 202 1 396 0 0 0 0 0
VOLUMES 9 0 13 2 0 37 5 1,648 14 8 1,819 17 3,575 0 0 0 3 3 APPROACH % 41% 0% 59% 5% 0% 95% 0% 99% 1% 0% 98% 1%
APP/DEPART 22 / 22 39 / 22 1,667 / 1,666 1,847 / 1,865 0
BEGIN PEAK HR
VOLUMES 4 0 9 2 0 21 2 881 5 4 975 10 1,913 0 0 0 0
APPROACH % 31% 0% 69% 9% 0% 91% 0% 99% 1% 0% 99% 1%
PEAK HR FACTOR 0.813 0.411 0.917 0.923 0.909
APP/DEPART 13 / 12 23 / 9 888 / 892 989 / 1,000 0
Club Terrace Dr
NORTH LEG
Yorba Linda Blvd WEST LEG EAST LEG Yorba Linda Blvd
SOUTH LEG
Club Terrace Dr
AM
8:00 AM
PM
4:30 PM
U-TURNS
Club Terrace Dr Club Terrace Dr Yorba Linda Blvd Yorba Linda Blvd
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Yorba Linda
Club Terrace Dr
Yorba Linda Blvd
T112224
DATE: LOCATION: PROJECT #: SC5897
Sun, Feb 15, 26 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: STOP N
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 3 0 1 3 0 0 0 0 0
7:00 AM 1 0 1 0 0 1 1 44 1 0 50 2 101 0 0 0 0 0
7:15 AM 1 0 1 0 0 1 1 31 1 0 45 1 82 0 0 0 0 0
7:30 AM 1 0 0 0 0 0 0 28 0 0 61 1 91 0 0 0 0 0
7:45 AM 0 0 1 1 0 3 0 48 0 1 72 1 127 0 0 1 0 1
8:00 AM 1 0 0 0 0 3 0 60 0 1 107 3 175 0 0 2 0 2
8:15 AM 1 0 0 0 0 0 0 89 0 0 109 0 199 0 0 3 0 3
8:30 AM 2 0 0 0 0 0 0 78 1 0 115 0 196 0 0 0 0 0
8:45 AM 1 0 3 0 0 0 0 91 0 1 156 1 253 0 0 0 1 1
VOLUMES 8 0 6 1 0 8 2 469 3 3 715 9 1,231 0 0 6 1 7
APPROACH % 57% 0% 43% 11% 0% 89% 0% 98% 1% 0% 98% 1%
APP/DEPART 14 / 11 9 / 6 480 / 477 728 / 737 0
BEGIN PEAK HR
VOLUMES 5 0 3 0 0 3 0 318 1 2 487 4 829 0 0 5 1
APPROACH % 63% 0% 38% 0% 0% 100% 0% 98% 0% 0% 99% 1%
PEAK HR FACTOR 0.500 0.250 0.880 0.777 0.816
APP/DEPART 8 / 4 3 / 3 324 / 322 494 / 500 0
4:00 PM 0 0 0 0 0 8 2 145 0 0 171 5 331 0 0 0 0 0
4:15 PM 1 0 1 0 0 5 3 167 2 0 189 0 368 0 0 1 0 1
4:30 PM 1 0 0 2 0 6 0 189 2 0 231 5 436 0 0 1 4 5
4:45 PM 0 0 0 0 0 2 2 172 0 1 191 3 371 0 0 0 1 1
5:00 PM 1 0 1 1 0 3 1 182 0 1 190 2 382 0 0 0 0 0
5:15 PM 0 0 0 2 0 10 0 163 0 0 176 6 357 0 0 0 0 0
5:30 PM 0 0 0 1 0 3 1 173 1 0 163 5 347 0 0 0 0 0
5:45 PM 0 0 0 2 0 3 1 153 1 1 178 0 339 0 0 0 0 0
VOLUMES 3 0 2 8 0 40 10 1,344 6 3 1,489 26 2,938 0 0 2 5 7 APPROACH % 60% 0% 40% 17% 0% 83% 1% 99% 0% 0% 98% 2%
APP/DEPART 5 / 36 48 / 9 1,362 / 1,359 1,523 / 1,534 0
BEGIN PEAK HR
VOLUMES 3 0 2 3 0 16 6 710 4 2 801 10 1,564 0 0 2 5
APPROACH % 60% 0% 40% 16% 0% 84% 1% 98% 1% 0% 98% 1%
PEAK HR FACTOR 0.625 0.594 0.940 0.852 0.887
APP/DEPART 5 / 16 19 / 6 722 / 720 818 / 822 0
Club Terrace Dr
NORTH LEG
Yorba Linda Blvd WEST LEG EAST LEG Yorba Linda Blvd
SOUTH LEG
Club Terrace Dr
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Yorba Linda
Club Terrace Dr
Yorba Linda Blvd
U-TURNS
Club Terrace Dr Club Terrace Dr Yorba Linda Blvd Yorba Linda Blvd AM
8:00 AM
PM
4:15 PM
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
ATTACHMENT C – NORTH COUNTY CHABAD ALEPH PRESCHOOL
ADDITIONAL 100-STUDENT CAPACITY TRIP GENERATION
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
Aleph Preschool Trip Generation
(Additional 100 Students)
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
ATTACHMENT D – 24-HOUR VEHICLE AVERAGE DAILY TRAFFIC COUNTS
CITY: Yorba Linda PROJECT:
AM Period EB WB PM Period EB WB
0:00 11 7 12:00 223 202
0:15 8 11 12:15 233 215
0:30 5 7 12:30 208 222
0:45 6 30 3 28 58 12:45 235 899 204 843 1742
1:00 2 5 13:00 244 211
1:15 5 5 13:15 256 204
1:30 8 4 13:30 208 219
1:45 5 20 5 19 39 13:45 268 976 214 848 1824
2:00 6 4 14:00 226 207
2:15 2 2 14:15 246 254
2:30 6 3 14:30 301 285
2:45 2 16 3 12 28 14:45 302 1075 305 1051 2126
3:00 2 6 15:00 301 250
3:15 3 7 15:15 271 279
3:30 5 4 15:30 329 300
3:45 5 15 9 26 41 15:45 365 1266 271 1100 2366
4:00 8 6 16:00 338 255
4:15 7 16 16:15 342 272
4:30 11 16 16:30 327 249
4:45 18 44 35 73 117 16:45 361 1368 261 1037 2405
5:00 22 33 17:00 381 262
5:15 14 36 17:15 323 299
5:30 21 53 17:30 350 284
5:45 29 86 62 184 270 17:45 332 1386 248 1093 2479
6:00 34 71 18:00 298 253
6:15 31 78 18:15 289 217
6:30 68 121 18:30 260 205
6:45 88 221 168 438 659 18:45 249 1096 183 858 1954
7:00 130 201 19:00 231 152
7:15 129 199 19:15 207 158
7:30 161 249 19:30 182 132
7:45 159 579 287 936 1515 19:45 211 831 119 561 1392
8:00 180 262 20:00 206 127
8:15 237 343 20:15 157 120
8:30 209 354 20:30 125 101
8:45 204 830 264 1223 2053 20:45 141 629 88 436 1065
9:00 168 215 21:00 109 77
9:15 156 194 21:15 105 61
9:30 169 220 21:30 78 48
9:45 165 658 196 825 1483 21:45 69 361 51 237 598
10:00 179 177 22:00 58 41
10:15 175 246 22:15 41 24
10:30 151 219 22:30 40 26
10:45 179 684 234 876 1560 22:45 31 170 19 110 280
11:00 190 205 23:00 19 17
11:15 178 214 23:15 22 7
11:30 212 187 23:30 10 12
11:45 188 768 247 853 1621 23:45 16 67 2 38 105
Total Vol. 3951 5493 9444 10124 8212 18336
EB WB Combined
14075 13705 27780
Split % 41.8% 58.2% 34.0% 55.2% 44.8% 66.0%
Peak Hour 11:30 7:45 8:00 16:45 14:45 16:45
Volume 856 1246 2053 1415 1134 2521
P.H.F. 0.92 0.88 0.88 0.93 0.93 0.98
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
ADT1 Yorba Linda Blvd between Ohio St and Palm Ave PREPARED BY: AimTD LLC. tel: 714 253 7888 SC5897 Thursday, February 12, 2026
Daily Totals
AM PM
CITY: Yorba Linda PROJECT:
AM Period EB WB PM Period EB WB
0:00 25 29 12:00 242 243
0:15 32 21 12:15 262 256
0:30 15 13 12:30 240 267
0:45 17 89 9 72 161 12:45 269 1013 254 1020 2033
1:00 10 6 13:00 218 252
1:15 19 9 13:15 242 261
1:30 15 10 13:30 218 253
1:45 9 53 9 34 87 13:45 266 944 256 1022 1966
2:00 8 7 14:00 232 238
2:15 4 3 14:15 250 244
2:30 13 5 14:30 226 237
2:45 5 30 6 21 51 14:45 230 938 251 970 1908
3:00 4 7 15:00 207 226
3:15 6 3 15:15 231 236
3:30 7 6 15:30 197 221
3:45 3 20 3 19 39 15:45 238 873 196 879 1752
4:00 6 4 16:00 191 239
4:15 5 5 16:15 220 223
4:30 7 6 16:30 220 251
4:45 17 35 10 25 60 16:45 242 873 277 990 1863
5:00 5 11 17:00 212 242
5:15 8 19 17:15 214 230
5:30 10 25 17:30 182 196
5:45 25 48 35 90 138 17:45 186 794 207 875 1669
6:00 18 34 18:00 175 174
6:15 19 32 18:15 192 220
6:30 31 54 18:30 171 189
6:45 34 102 68 188 290 18:45 158 696 146 729 1425
7:00 56 57 19:00 129 135
7:15 58 73 19:15 149 149
7:30 58 89 19:30 135 124
7:45 112 284 121 340 624 19:45 131 544 103 511 1055
8:00 93 119 20:00 102 86
8:15 111 145 20:15 104 74
8:30 120 189 20:30 87 68
8:45 152 476 219 672 1148 20:45 81 374 77 305 679
9:00 144 201 21:00 106 85
9:15 186 213 21:15 81 78
9:30 200 242 21:30 75 72
9:45 193 723 260 916 1639 21:45 61 323 48 283 606
10:00 222 226 22:00 74 57
10:15 227 279 22:15 50 63
10:30 196 267 22:30 40 29
10:45 242 887 288 1060 1947 22:45 47 211 29 178 389
11:00 242 286 23:00 52 30
11:15 217 258 23:15 37 18
11:30 224 300 23:30 25 20
11:45 257 940 283 1127 2067 23:45 28 142 15 83 225
Total Vol. 3687 4564 8251 7725 7845 15570
EB WB Combined
11412 12409 23821
Split % 44.7% 55.3% 34.6% 49.6% 50.4% 65.4%
Peak Hour 11:45 10:45 11:00 12:00 12:30 12:00
Volume 1001 1132 2067 1013 1034 2033
P.H.F. 0.96 0.94 0.96 0.94 0.97 0.97
Saturday, February 14, 2026 SC5897
ADT1 Yorba Linda Blvd between Ohio St and Palm Ave PREPARED BY: AimTD LLC. tel: 714 253 7888 Daily Totals
AM PM
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
CITY: Yorba Linda PROJECT:
AM Period EB WB PM Period EB WB
0:00 36 23 12:00 209 221
0:15 28 8 12:15 239 244
0:30 13 17 12:30 262 208
0:45 15 92 11 59 151 12:45 214 924 229 902 1826
1:00 16 8 13:00 197 177
1:15 5 4 13:15 182 267
1:30 10 7 13:30 207 201
1:45 9 40 6 25 65 13:45 204 790 201 846 1636
2:00 8 3 14:00 178 241
2:15 10 1 14:15 196 211
2:30 7 6 14:30 188 201
2:45 7 32 2 12 44 14:45 202 764 175 828 1592
3:00 8 7 15:00 183 205
3:15 8 2 15:15 204 211
3:30 2 2 15:30 157 204
3:45 8 26 3 14 40 15:45 175 719 185 805 1524
4:00 4 4 16:00 147 179
4:15 5 8 16:15 173 196
4:30 3 4 16:30 192 239
4:45 11 23 5 21 44 16:45 174 686 193 807 1493
5:00 8 10 17:00 183 194
5:15 15 12 17:15 163 186
5:30 11 15 17:30 175 166
5:45 13 47 22 59 106 17:45 155 676 181 727 1403
6:00 16 14 18:00 131 169
6:15 13 23 18:15 159 172
6:30 18 35 18:30 138 181
6:45 39 86 42 114 200 18:45 149 577 152 674 1251
7:00 46 52 19:00 112 121
7:15 33 47 19:15 125 94
7:30 28 62 19:30 109 83
7:45 49 156 76 237 393 19:45 96 442 76 374 816
8:00 62 113 20:00 88 85
8:15 92 113 20:15 79 75
8:30 79 117 20:30 86 74
8:45 91 324 157 500 824 20:45 82 335 64 298 633
9:00 93 124 21:00 64 56
9:15 114 97 21:15 69 58
9:30 132 152 21:30 66 49
9:45 151 490 175 548 1038 21:45 44 243 43 206 449
10:00 132 193 22:00 54 51
10:15 220 189 22:15 39 41
10:30 193 202 22:30 38 26
10:45 151 696 239 823 1519 22:45 28 159 15 133 292
11:00 150 244 23:00 24 22
11:15 178 209 23:15 20 12
11:30 183 269 23:30 17 15
11:45 207 718 227 949 1667 23:45 20 81 16 65 146
Total Vol. 2730 3361 6091 6396 6665 13061
EB WB Combined
9126 10026 19152
Split % 44.8% 55.2% 31.8% 49.0% 51.0% 68.2%
Peak Hour 11:45 10:45 11:45 12:00 13:15 12:00
Volume 917 961 1817 924 910 1826
P.H.F. 0.88 0.89 0.94 0.88 0.85 0.95
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
SC5897 Sunday, February 15, 2026
ADT1 Yorba Linda Blvd between Ohio St and Palm Ave PREPARED BY: AimTD LLC. tel: 714 253 7888 Daily Totals
AM PM
CITY: Yorba Linda PROJECT:
AM Period NB SB PM Period NB SB
0:00 1 0 12:00 14 5
0:15 0 0 12:15 7 14
0:30 0 0 12:30 7 10
0:45 0 1 0 0 1 12:45 11 39 6 35 74
1:00 0 0 13:00 14 8
1:15 1 0 13:15 8 5
1:30 0 0 13:30 12 13
1:45 0 1 0 0 1 13:45 5 39 5 31 70
2:00 0 0 14:00 11 8
2:15 0 0 14:15 11 8
2:30 0 1 14:30 13 25
2:45 0 0 0 1 1 14:45 6 41 15 56 97
3:00 0 1 15:00 15 10
3:15 0 0 15:15 6 7
3:30 0 0 15:30 11 11
3:45 1 1 1 2 3 15:45 5 37 8 36 73
4:00 0 0 16:00 14 13
4:15 0 0 16:15 9 12
4:30 0 1 16:30 8 10
4:45 0 0 0 1 1 16:45 13 44 5 40 84
5:00 0 2 17:00 8 14
5:15 2 0 17:15 10 11
5:30 0 2 17:30 9 11
5:45 2 4 2 6 10 17:45 9 36 10 46 82
6:00 2 3 18:00 12 13
6:15 2 1 18:15 14 7
6:30 8 7 18:30 8 7
6:45 7 19 4 15 34 18:45 9 43 3 30 73
7:00 8 9 19:00 10 4
7:15 6 11 19:15 7 2
7:30 7 19 19:30 5 2
7:45 14 35 10 49 84 19:45 4 26 6 14 40
8:00 8 10 20:00 8 0
8:15 3 14 20:15 6 8
8:30 5 13 20:30 3 1
8:45 7 23 9 46 69 20:45 2 19 8 17 36
9:00 11 9 21:00 3 6
9:15 7 14 21:15 4 2
9:30 6 16 21:30 2 2
9:45 11 35 7 46 81 21:45 3 12 2 12 24
10:00 5 13 22:00 4 1
10:15 14 9 22:15 2 2
10:30 6 10 22:30 1 1
10:45 4 29 14 46 75 22:45 2 9 0 4 13
11:00 6 18 23:00 3 1
11:15 9 11 23:15 1 1
11:30 11 4 23:30 0 0
11:45 5 31 11 44 75 23:45 2 6 1 3 9
Total Vol. 179 256 435 351 324 675
NB SB Combined
530 580 1110
Split % 41.1% 58.9% 39.2% 52.0% 48.0% 60.8%
Peak Hour 11:15 7:30 7:15 12:45 14:15 14:15
Volume 39 53 85 45 58 103
P.H.F. 0.70 0.70 0.82 0.80 0.58 0.68
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
ADT2 Ohio St between Oriente Dr and Yorba Linda Blvd PREPARED BY: AimTD LLC. tel: 714 253 7888 SC5897 Thursday, February 12, 2026
Daily Totals
AM PM
CITY: Yorba Linda PROJECT:
AM Period NB SB PM Period NB SB
0:00 1 1 12:00 8 14
0:15 1 3 12:15 11 7
0:30 0 0 12:30 6 15
0:45 4 6 3 7 13 12:45 11 36 4 40 76
1:00 3 1 13:00 6 11
1:15 1 1 13:15 6 8
1:30 3 1 13:30 11 9
1:45 1 8 2 5 13 13:45 8 31 8 36 67
2:00 0 0 14:00 6 13
2:15 3 3 14:15 7 4
2:30 1 1 14:30 4 11
2:45 0 4 0 4 8 14:45 13 30 10 38 68
3:00 1 0 15:00 4 8
3:15 0 0 15:15 12 4
3:30 0 0 15:30 5 6
3:45 2 3 2 2 5 15:45 4 25 5 23 48
4:00 0 0 16:00 13 10
4:15 0 0 16:15 7 7
4:30 0 1 16:30 6 7
4:45 0 0 0 1 1 16:45 8 34 19 43 77
5:00 0 1 17:00 12 7
5:15 0 0 17:15 4 8
5:30 0 0 17:30 11 10
5:45 0 0 1 2 2 17:45 3 30 5 30 60
6:00 1 3 18:00 6 6
6:15 1 0 18:15 5 5
6:30 1 5 18:30 4 3
6:45 2 5 7 15 20 18:45 6 21 3 17 38
7:00 3 4 19:00 4 5
7:15 4 3 19:15 10 4
7:30 5 4 19:30 8 5
7:45 6 18 3 14 32 19:45 4 26 3 17 43
8:00 4 8 20:00 5 2
8:15 6 5 20:15 3 8
8:30 7 2 20:30 9 5
8:45 2 19 7 22 41 20:45 4 21 3 18 39
9:00 8 7 21:00 3 0
9:15 7 11 21:15 1 2
9:30 8 8 21:30 2 1
9:45 4 27 8 34 61 21:45 5 11 5 8 19
10:00 9 11 22:00 2 1
10:15 9 3 22:15 1 1
10:30 4 10 22:30 0 0
10:45 5 27 9 33 60 22:45 0 3 1 3 6
11:00 17 4 23:00 3 2
11:15 7 11 23:15 2 0
11:30 5 13 23:30 2 1
11:45 13 42 10 38 80 23:45 1 8 1 4 12
Total Vol. 159 177 336 276 277 553
NB SB Combined
435 454 889
Split % 47.3% 52.7% 37.8% 49.9% 50.1% 62.2%
Peak Hour 11:00 11:15 11:45 12:00 16:45 16:45
Volume 42 48 84 36 44 79
P.H.F. 0.62 0.86 0.91 0.82 0.58 0.73
Saturday, February 14, 2026 SC5897
ADT2 Ohio St between Oriente Dr and Yorba Linda Blvd PREPARED BY: AimTD LLC. tel: 714 253 7888 Daily Totals
AM PM
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
CITY: Yorba Linda PROJECT:
AM Period NB SB PM Period NB SB
0:00 2 1 12:00 4 8
0:15 1 1 12:15 7 9
0:30 0 1 12:30 9 10
0:45 1 4 1 4 8 12:45 11 31 9 36 67
1:00 1 0 13:00 8 13
1:15 0 0 13:15 8 7
1:30 1 0 13:30 8 13
1:45 1 3 0 0 3 13:45 11 35 4 37 72
2:00 1 2 14:00 10 6
2:15 1 0 14:15 9 7
2:30 1 0 14:30 11 6
2:45 0 3 0 2 5 14:45 10 40 6 25 65
3:00 0 0 15:00 4 9
3:15 2 2 15:15 8 11
3:30 1 1 15:30 8 4
3:45 1 4 1 4 8 15:45 6 26 6 30 56
4:00 0 0 16:00 7 4
4:15 2 0 16:15 9 6
4:30 0 0 16:30 6 9
4:45 0 2 0 0 2 16:45 9 31 9 28 59
5:00 0 0 17:00 6 11
5:15 0 1 17:15 8 6
5:30 0 0 17:30 6 5
5:45 0 0 1 2 2 17:45 8 28 5 27 55
6:00 1 0 18:00 9 9
6:15 1 0 18:15 6 10
6:30 0 0 18:30 2 6
6:45 0 2 1 1 3 18:45 3 20 2 27 47
7:00 2 2 19:00 5 4
7:15 2 2 19:15 6 6
7:30 0 5 19:30 5 1
7:45 3 7 4 13 20 19:45 5 21 2 13 34
8:00 2 5 20:00 6 4
8:15 2 4 20:15 4 3
8:30 2 7 20:30 6 4
8:45 2 8 5 21 29 20:45 4 20 5 16 36
9:00 2 5 21:00 2 0
9:15 2 4 21:15 5 1
9:30 5 12 21:30 4 2
9:45 4 13 10 31 44 21:45 3 14 1 4 18
10:00 4 8 22:00 2 1
10:15 13 7 22:15 6 0
10:30 4 5 22:30 0 1
10:45 5 26 7 27 53 22:45 1 9 1 3 12
11:00 7 16 23:00 1 0
11:15 6 10 23:15 0 0
11:30 8 13 23:30 1 1
11:45 8 29 9 48 77 23:45 0 2 1 2 4
Total Vol. 101 153 254 277 248 525
NB SB Combined
378 401 779
Split % 39.8% 60.2% 32.6% 52.8% 47.2% 67.4%
Peak Hour 10:15 11:00 11:00 13:45 12:45 12:45
Volume 29 48 77 41 42 77
P.H.F. 0.56 0.75 0.84 0.93 0.81 0.92
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
SC5897 Sunday, February 15, 2026
ADT2 Ohio St between Oriente Dr and Yorba Linda Blvd PREPARED BY: AimTD LLC. tel: 714 253 7888 Daily Totals
AM PM
CITY: Yorba Linda PROJECT:
AM Period EB WB PM Period EB WB
0:00 0 0 12:00 8 2
0:15 0 0 12:15 4 8
0:30 0 1 12:30 6 9
0:45 0 0 0 1 1 12:45 8 26 9 28 54
1:00 0 0 13:00 5 3
1:15 1 0 13:15 5 8
1:30 0 0 13:30 2 4
1:45 0 1 0 0 1 13:45 10 22 2 17 39
2:00 0 0 14:00 9 9
2:15 0 0 14:15 6 6
2:30 0 0 14:30 8 8
2:45 0 0 0 0 14:45 6 29 4 27 56
3:00 0 0 15:00 8 7
3:15 0 0 15:15 8 7
3:30 1 0 15:30 7 8
3:45 0 1 0 0 1 15:45 6 29 4 26 55
4:00 0 0 16:00 9 6
4:15 0 1 16:15 10 5
4:30 0 0 16:30 7 9
4:45 0 0 0 1 1 16:45 4 30 5 25 55
5:00 0 0 17:00 11 3
5:15 1 0 17:15 4 4
5:30 0 2 17:30 9 2
5:45 0 1 0 2 3 17:45 5 29 4 13 42
6:00 2 1 18:00 8 4
6:15 1 0 18:15 14 2
6:30 2 1 18:30 13 5
6:45 3 8 3 5 13 18:45 10 45 2 13 58
7:00 3 2 19:00 6 5
7:15 2 6 19:15 5 3
7:30 4 7 19:30 3 1
7:45 5 14 5 20 34 19:45 2 16 5 14 30
8:00 9 5 20:00 3 2
8:15 5 9 20:15 1 1
8:30 8 5 20:30 1 11
8:45 9 31 6 25 56 20:45 3 8 9 23 31
9:00 3 4 21:00 1 5
9:15 8 3 21:15 0 1
9:30 1 5 21:30 1 3
9:45 3 15 3 15 30 21:45 2 4 0 9 13
10:00 3 5 22:00 4 0
10:15 7 2 22:15 2 0
10:30 4 4 22:30 0 0
10:45 2 16 4 15 31 22:45 0 6 1 1 7
11:00 7 1 23:00 2 0
11:15 4 2 23:15 0 0
11:30 6 4 23:30 2 0
11:45 8 25 5 12 37 23:45 0 4 0 0 4
Total Vol. 112 96 208 248 196 444
EB WB Combined
360 292 652
Split % 53.8% 46.2% 31.9% 55.9% 44.1% 68.1%
Peak Hour 8:00 7:30 8:00 18:00 12:15 13:45
Volume 31 26 56 45 29 58
P.H.F. 0.86 0.72 0.93 0.80 0.81 0.81
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
ADT6 Oriente Dr between Ohio St and Palm Ave PREPARED BY: AimTD LLC. tel: 714 253 7888 SC5897 Thursday, February 12, 2026
Daily Totals
AM PM
CITY: Yorba Linda PROJECT:
AM Period EB WB PM Period EB WB
0:00 1 0 12:00 10 2
0:15 0 0 12:15 9 4
0:30 1 0 12:30 7 6
0:45 0 2 0 0 2 12:45 6 32 10 22 54
1:00 1 1 13:00 9 7
1:15 1 1 13:15 7 4
1:30 0 0 13:30 7 8
1:45 0 2 0 2 4 13:45 3 26 5 24 50
2:00 0 0 14:00 9 7
2:15 1 0 14:15 7 6
2:30 0 1 14:30 4 3
2:45 0 1 0 1 2 14:45 7 27 2 18 45
3:00 0 0 15:00 3 7
3:15 0 0 15:15 5 5
3:30 1 0 15:30 3 4
3:45 0 1 0 0 1 15:45 3 14 5 21 35
4:00 0 0 16:00 3 9
4:15 0 0 16:15 5 3
4:30 0 0 16:30 9 3
4:45 0 0 0 0 16:45 5 22 5 20 42
5:00 0 1 17:00 7 6
5:15 0 0 17:15 6 8
5:30 0 2 17:30 8 3
5:45 1 1 0 3 4 17:45 4 25 5 22 47
6:00 0 0 18:00 2 1
6:15 0 0 18:15 3 3
6:30 1 1 18:30 6 3
6:45 0 1 4 5 6 18:45 1 12 2 9 21
7:00 1 1 19:00 1 3
7:15 2 0 19:15 2 2
7:30 2 1 19:30 3 1
7:45 9 14 1 3 17 19:45 0 6 1 7 13
8:00 3 2 20:00 3 1
8:15 0 7 20:15 4 2
8:30 3 2 20:30 2 2
8:45 0 6 3 14 20 20:45 1 10 0 5 15
9:00 3 4 21:00 2 0
9:15 3 2 21:15 2 0
9:30 4 4 21:30 1 1
9:45 4 14 3 13 27 21:45 3 8 0 1 9
10:00 4 11 22:00 0 1
10:15 7 6 22:15 1 1
10:30 7 5 22:30 0 0
10:45 6 24 7 29 53 22:45 0 1 0 2 3
11:00 5 5 23:00 0 0
11:15 7 5 23:15 0 0
11:30 8 3 23:30 0 1
11:45 7 27 2 15 42 23:45 0 0 0 1 1
Total Vol. 93 85 178 183 152 335
EB WB Combined
276 237 513
Split % 52.2% 47.8% 34.7% 54.6% 45.4% 65.3%
Peak Hour 11:30 10:00 10:00 12:00 12:45 12:15
Volume 34 29 53 32 29 58
P.H.F. 0.85 0.66 0.88 0.80 0.73 0.91
Daily Totals
AM PM
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturday, February 14, 2026 SC5897
ADT6 Oriente Dr between Ohio St and Palm Ave PREPARED BY: AimTD LLC. tel: 714 253 7888
CITY: Yorba Linda PROJECT:
AM Period EB WB PM Period EB WB
0:00 0 0 12:00 4 3
0:15 0 0 12:15 5 2
0:30 0 0 12:30 4 5
0:45 0 0 1 1 1 12:45 6 19 6 16 35
1:00 1 0 13:00 8 2
1:15 0 0 13:15 4 4
1:30 1 0 13:30 7 4
1:45 0 2 0 0 2 13:45 4 23 5 15 38
2:00 0 0 14:00 5 1
2:15 0 0 14:15 5 9
2:30 0 0 14:30 5 7
2:45 0 0 0 0 14:45 7 22 4 21 43
3:00 0 0 15:00 3 5
3:15 1 1 15:15 6 4
3:30 0 0 15:30 5 7
3:45 0 1 0 1 2 15:45 7 21 1 17 38
4:00 0 0 16:00 3 3
4:15 0 0 16:15 5 4
4:30 1 0 16:30 3 3
4:45 0 1 0 0 1 16:45 6 17 4 14 31
5:00 0 0 17:00 4 4
5:15 0 1 17:15 10 4
5:30 0 1 17:30 6 4
5:45 0 0 0 2 2 17:45 3 23 9 21 44
6:00 1 3 18:00 3 1
6:15 1 0 18:15 2 0
6:30 1 3 18:30 4 2
6:45 0 3 2 8 11 18:45 6 15 0 3 18
7:00 2 1 19:00 2 6
7:15 2 1 19:15 1 3
7:30 2 4 19:30 5 1
7:45 5 11 2 8 19 19:45 2 10 1 11 21
8:00 1 0 20:00 2 0
8:15 6 2 20:15 2 0
8:30 3 2 20:30 0 0
8:45 0 10 6 10 20 20:45 1 5 1 1 6
9:00 6 7 21:00 0 2
9:15 9 5 21:15 2 1
9:30 5 5 21:30 0 1
9:45 3 23 6 23 46 21:45 2 4 0 4 8
10:00 3 2 22:00 0 0
10:15 5 4 22:15 2 0
10:30 5 6 22:30 1 1
10:45 7 20 4 16 36 22:45 0 3 0 1 4
11:00 1 6 23:00 0 0
11:15 5 3 23:15 1 0
11:30 3 6 23:30 1 1
11:45 4 13 4 19 32 23:45 0 2 0 1 3
Total Vol. 84 88 172 164 125 289
EB WB Combined
248 213 461
Split % 48.8% 51.2% 37.3% 56.7% 43.3% 62.7%
Peak Hour 9:00 8:45 9:00 16:45 14:15 14:15
Volume 23 23 46 26 25 45
P.H.F. 0.64 0.82 0.82 0.65 0.69 0.80
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
SC5897 Sunday, February 15, 2026
ADT6 Oriente Dr between Ohio St and Palm Ave PREPARED BY: AimTD LLC. tel: 714 253 7888 Daily Totals
AM PM
CITY: Yorba Linda PROJECT:
AM Period NB SB PM Period NB SB
0:00 1 0 12:00 9 12
0:15 0 0 12:15 15 9
0:30 0 0 12:30 13 16
0:45 0 1 0 0 1 12:45 11 48 10 47 95
1:00 0 0 13:00 8 8
1:15 0 0 13:15 10 16
1:30 1 1 13:30 5 7
1:45 1 2 0 1 3 13:45 7 30 8 39 69
2:00 0 0 14:00 15 15
2:15 0 0 14:15 17 18
2:30 0 0 14:30 16 15
2:45 0 0 0 0 14:45 14 62 17 65 127
3:00 0 1 15:00 18 9
3:15 0 1 15:15 13 11
3:30 0 1 15:30 18 18
3:45 1 1 1 4 5 15:45 8 57 9 47 104
4:00 0 1 16:00 14 12
4:15 0 0 16:15 10 15
4:30 0 2 16:30 13 16
4:45 0 0 2 5 5 16:45 9 46 8 51 97
5:00 0 3 17:00 13 14
5:15 0 1 17:15 12 9
5:30 1 4 17:30 12 15
5:45 2 3 5 13 16 17:45 14 51 10 48 99
6:00 0 5 18:00 14 8
6:15 0 9 18:15 24 6
6:30 2 10 18:30 12 7
6:45 2 4 8 32 36 18:45 26 76 12 33 109
7:00 10 16 19:00 23 13
7:15 8 11 19:15 17 9
7:30 10 13 19:30 7 5
7:45 9 37 13 53 90 19:45 10 57 3 30 87
8:00 10 17 20:00 6 3
8:15 9 21 20:15 9 2
8:30 14 20 20:30 3 12
8:45 4 37 9 67 104 20:45 7 25 11 28 53
9:00 11 10 21:00 4 8
9:15 3 18 21:15 6 2
9:30 6 11 21:30 3 3
9:45 9 29 9 48 77 21:45 1 14 0 13 27
10:00 5 14 22:00 2 1
10:15 9 10 22:15 2 1
10:30 10 9 22:30 1 0
10:45 9 33 12 45 78 22:45 4 9 0 2 11
11:00 9 13 23:00 0 1
11:15 15 12 23:15 0 1
11:30 12 8 23:30 1 1
11:45 11 47 20 53 100 23:45 0 1 1 4 5
Total Vol. 194 321 515 476 407 883
NB SB Combined
670 728 1398
Split % 37.7% 62.3% 36.8% 53.9% 46.1% 63.2%
Peak Hour 11:45 7:45 7:45 18:15 14:00 14:00
Volume 48 71 113 85 65 127
P.H.F. 0.80 0.85 0.83 0.82 0.90 0.91
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
ADT3 Palm Ave between Oriente Dr and Yorba Linda Blvd PREPARED BY: AimTD LLC. tel: 714 253 7888 SC5897 Thursday, February 12, 2026
Daily Totals
AM PM
CITY: Yorba Linda PROJECT:
AM Period NB SB PM Period NB SB
0:00 2 2 12:00 8 14
0:15 0 0 12:15 7 14
0:30 2 1 12:30 9 20
0:45 0 4 0 3 7 12:45 16 40 18 66 106
1:00 0 0 13:00 18 10
1:15 1 1 13:15 14 7
1:30 0 0 13:30 15 15
1:45 0 1 1 2 3 13:45 8 55 7 39 94
2:00 0 0 14:00 15 16
2:15 1 1 14:15 8 17
2:30 2 0 14:30 7 9
2:45 1 4 0 1 5 14:45 5 35 9 51 86
3:00 1 0 15:00 8 7
3:15 1 0 15:15 14 10
3:30 0 0 15:30 10 11
3:45 0 2 2 2 4 15:45 14 46 11 39 85
4:00 0 0 16:00 12 9
4:15 1 0 16:15 15 9
4:30 0 1 16:30 13 17
4:45 0 1 0 1 2 16:45 13 53 13 48 101
5:00 0 0 17:00 5 10
5:15 0 1 17:15 17 9
5:30 1 2 17:30 7 8
5:45 1 2 3 6 8 17:45 5 34 12 39 73
6:00 0 2 18:00 7 6
6:15 0 2 18:15 4 5
6:30 0 5 18:30 6 10
6:45 1 1 3 12 13 18:45 13 30 5 26 56
7:00 2 3 19:00 8 5
7:15 4 5 19:15 4 4
7:30 7 7 19:30 4 4
7:45 3 16 13 28 44 19:45 5 21 2 15 36
8:00 2 9 20:00 5 4
8:15 9 7 20:15 7 3
8:30 7 11 20:30 7 5
8:45 7 25 8 35 60 20:45 1 20 5 17 37
9:00 7 12 21:00 3 4
9:15 7 11 21:15 5 1
9:30 11 11 21:30 1 0
9:45 7 32 9 43 75 21:45 4 13 2 7 20
10:00 10 5 22:00 2 5
10:15 12 8 22:15 9 2
10:30 7 15 22:30 3 2
10:45 12 41 6 34 75 22:45 2 16 0 9 25
11:00 9 12 23:00 4 0
11:15 8 20 23:15 2 3
11:30 6 9 23:30 3 1
11:45 6 29 13 54 83 23:45 0 9 0 4 13
Total Vol. 158 221 379 372 360 732
NB SB Combined
530 581 1111
Split % 41.7% 58.3% 34.1% 50.8% 49.2% 65.9%
Peak Hour 10:00 11:45 11:45 12:45 12:00 12:45
Volume 41 61 91 63 66 113
P.H.F. 0.85 0.76 0.78 0.88 0.83 0.83
Saturday, February 14, 2026 SC5897
ADT3 Palm Ave between Oriente Dr and Yorba Linda Blvd PREPARED BY: AimTD LLC. tel: 714 253 7888 Daily Totals
AM PM
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
CITY: Yorba Linda PROJECT:
AM Period NB SB PM Period NB SB
0:00 3 2 12:00 7 12
0:15 1 0 12:15 17 13
0:30 2 0 12:30 7 9
0:45 0 6 0 2 8 12:45 10 41 9 43 84
1:00 0 0 13:00 9 7
1:15 1 1 13:15 14 10
1:30 0 0 13:30 11 7
1:45 0 1 0 1 2 13:45 9 43 10 34 77
2:00 0 0 14:00 8 13
2:15 0 0 14:15 13 8
2:30 1 0 14:30 10 9
2:45 0 1 0 0 1 14:45 13 44 9 39 83
3:00 1 0 15:00 12 7
3:15 0 0 15:15 14 12
3:30 0 0 15:30 11 10
3:45 0 1 0 0 1 15:45 5 42 11 40 82
4:00 0 0 16:00 12 11
4:15 0 0 16:15 6 11
4:30 0 0 16:30 5 12
4:45 0 0 1 1 1 16:45 9 32 10 44 76
5:00 0 0 17:00 9 8
5:15 1 0 17:15 14 11
5:30 1 3 17:30 7 12
5:45 1 3 1 4 7 17:45 4 34 7 38 72
6:00 1 1 18:00 8 6
6:15 1 5 18:15 8 9
6:30 3 4 18:30 5 7
6:45 1 6 4 14 20 18:45 9 30 7 29 59
7:00 0 4 19:00 8 7
7:15 5 3 19:15 8 6
7:30 3 9 19:30 9 3
7:45 1 9 9 25 34 19:45 8 33 4 20 53
8:00 6 6 20:00 1 4
8:15 8 8 20:15 4 2
8:30 8 12 20:30 5 3
8:45 6 28 7 33 61 20:45 6 16 2 11 27
9:00 11 6 21:00 1 2
9:15 15 7 21:15 3 3
9:30 9 9 21:30 4 3
9:45 7 42 8 30 72 21:45 2 10 3 11 21
10:00 3 7 22:00 4 1
10:15 11 8 22:15 2 1
10:30 5 25 22:30 1 1
10:45 8 27 30 70 97 22:45 3 10 2 5 15
11:00 4 17 23:00 2 0
11:15 5 14 23:15 1 0
11:30 8 8 23:30 1 0
11:45 10 27 12 51 78 23:45 1 5 0 0 5
Total Vol. 151 231 382 340 314 654
NB SB Combined
491 545 1036
Split % 39.5% 60.5% 36.9% 52.0% 48.0% 63.1%
Peak Hour 9:00 10:30 10:15 14:45 15:45 14:45
Volume 42 86 108 50 45 88
P.H.F. 0.70 0.72 0.71 0.89 0.94 0.85
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
SC5897 Sunday, February 15, 2026
ADT3 Palm Ave between Oriente Dr and Yorba Linda Blvd PREPARED BY: AimTD LLC. tel: 714 253 7888 Daily Totals
AM PM
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
ATTACHMENT E – INTERSECTION LOS ANALYSIS SHEETS
Intersection Analysis Summary
Report File: C:\...\Existing AM.pdf 2/23/2026
Vistro File: C:\...\25-062 Supplemental Traffic Analysis Scenario 3 Existing AM
2.23.2026.vistro
25-062 Yorba Linda Housing Elements
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.
SB Left 0.011 46.2 E
HCM 7th
Edition Two-way stop Club Terrace Dr/Yorba LindaBlvd 555 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.285 - A WB Thru 0.013 0.0 A
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.344 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Right 0.318 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.318
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 0 4 0 24 1 38 2 12 890 0 0 1450 21 Total 15-Minute Volume [veh/h] 0 0 1 0 6 0 10 1 3 223 0 0 363 5 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.910 0.910 0.910 0.920 0.920 0.920 1.000 1.0000 0.9000 0.9000 Total Hourly Volume [veh/h] 0 0 1 0 22 1 35 2 11 819 0 0 1305 19 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 1 0 22 1 35 2 11 819 0 0 1305 19 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 2
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.318
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.00 0.01 0.17 0.00 0.00 0.29 0.29 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 3
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.344
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 107 29 886 43 2 21 1434
Total 15-Minute Volume [veh/h] 27 7 221 11 1 5 359
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7300 0.7300 0.9100 0.9100 0.8700 0.8700 0.8700 Total Hourly Volume [veh/h] 78 21 806 39 2 18 1248
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 78 21 806 39 2 18 1248
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 4
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.344
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.02 0.18 0.18 0.00 0.01 0.28 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
25-062 Yorba Linda Housing Elements 5
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.013
Level Of Service: A
Delay (sec / veh): 0.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Dwy/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 0 0 829 1270 0
Total 15-Minute Volume [veh/h] 0 0 0 207 318 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 0.2900 Total Hourly Volume [veh/h] 0 0 0 829 1270 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 829 1270 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 6
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Intersection LOS A
d_I, Intersection Delay [s/veh] 0.00
Approach LOS B A A
d_A, Approach Delay [s/veh] 14.97 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS B A A A
d_M, Delay for Movement [s/veh] 0.00 14.97 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 7
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.285
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 45 27 4 11 986 1261 27
Total 15-Minute Volume [veh/h] 11 7 1 3 246 315 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8472 0.8472 0.8370 0.8370 0.8370 0.9006 0.9006 Total Hourly Volume [veh/h] 38 23 3 9 825 1136 24
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 38 23 3 9 825 1136 24
Name Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 8
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.285
Intersection LOS A
V/C, Movement V/C Ratio 0.03 0.02 0.00 0.01 0.19 0.25 0.25 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 9
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.011
Level Of Service: E
Delay (sec / veh): 46.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 555: Club Terrace Dr/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Club Terrace Dr Park Dwy Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 9 0 10 1 0 5 3 918 8 3 1359 2 Total 15-Minute Volume [veh/h] 2 0 3 0 0 1 1 229 2 1 340 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 Total Hourly Volume [veh/h] 8 0 9 1 0 4 3 814 7 3 1205 2 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 8 0 9 1 0 4 3 814 7 3 1205 2
Name Club Terrace Dr Park Dwy Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 10
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Intersection LOS E
d_I, Intersection Delay [s/veh] 0.29
Approach LOS C C A A
d_A, Approach Delay [s/veh] 24.08 21.11 0.06 0.03
95th-Percentile Queue Length [ft/ln] 7.46 7.46 7.46 2.01 2.01 2.01 0.87 0.00 0.00 0.53 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.30 0.30 0.30 0.08 0.08 0.08 0.03 0.00 0.00 0.02 0.00 0.00 Movement LOS D F B E F C C A A B A A
d_M, Delay for Movement [s/veh] 34.78 102.12 14.45 46.16 101.22 16.10 18.95 0.00 0.00 13.53 0.00 0.00 V/C, Movement V/C Ratio 0.07 0.00 0.02 0.01 0.00 0.01 0.01 0.01 0.00 0.01 0.01 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 11
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Turning Movement Volume: Summary
Report File: C:\...\Existing AM.pdf 2/23/2026
Vistro File: C:\...\25-062 Supplemental Traffic Analysis Scenario 3 Existing AM
2.23.2026.vistro
25-062 Yorba Linda Housing Elements
2056
Total
Volume
2 Right
1205
Thru
3 Left
Westbound
7 Right
814
Thru
3 Left
Eastbound
4 Right
0 Thru
1 Left
Southbound
9 Right
0 Thru
8 Left
Northbound
Club Terrace Dr/Yorba Linda
Blvd 555
ID Intersection Name
2058
Total
Volume
24 Right
1136
Thru
Westbound
825
Thru
9 Left
3 U-T
Eastbound
23 Right
38 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2099
Total
Volume
0 Right
1270
Thru
Westbound
829
Thru
Eastbound
0 Right
Southbound
33 Project Dwy/Yorba Linda Blvd
ID Intersection Name
2212
Total
Volume
1248
Thru
18 Left
2 U-T
Westbound
39 Right
806
Thru
Eastbound
21 Right
78 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2215
Total
Volume
19 Right
1305
Thru
Westbound
819
Thru
11 Left
2 U-T
Eastbound
35 Right
1 Thru
22 Left
0 U-T
Southbound
1 Right
0 Thru
0 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 12
EPD Solutions Scenario 3: 3 Existing AM
Version 2024 (SP 0-4)
Generated with
Intersection Analysis Summary
Report File: C:\...\Existing PM.pdf 2/23/2026
Vistro File: C:\...\25-062 Supplemental Traffic Analysis Scenario 4 Existing PM
2.23.2026.vistro
25-062 Yorba Linda Housing Elements
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.
NB Left 0.121 65.1 F
HCM 7th
Edition Two-way stop Club Terrace Dr/Yorba LindaBlvd 555 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.292 - A EB Thru 0.014 0.0 A
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.343 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.308 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.308
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 4 0 0 0 26 0 30 0 18 1471 0 0 1124 28 Total 15-Minute Volume [veh/h] 1 0 0 0 6 0 7 0 4 368 0 0 281 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.770 0.770 0.770 0.970 0.970 0.970 1.000 1.0000 0.9200 0.9200 Total Hourly Volume [veh/h] 1 0 0 0 20 0 23 0 17 1427 0 0 1034 26 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1 0 0 0 20 0 23 0 17 1427 0 0 1034 26 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 2
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.308
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.01 0.29 0.00 0.00 0.23 0.23 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 95
Intersection Settings
25-062 Yorba Linda Housing Elements 3
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.343
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 69 27 1452 54 2 12 1107
Total 15-Minute Volume [veh/h] 17 7 363 14 1 3 277
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.6700 0.6700 0.9600 0.9600 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 46 18 1394 52 2 11 1018
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 46 18 1394 52 2 11 1018
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 4
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.343
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.02 0.30 0.30 0.00 0.01 0.22 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
25-062 Yorba Linda Housing Elements 5
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.014
Level Of Service: A
Delay (sec / veh): 0.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Dwy/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 0 0 1419 1118 0
Total 15-Minute Volume [veh/h] 0 0 0 355 280 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 0 0 1419 1118 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1419 1118 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 6
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Intersection LOS A
d_I, Intersection Delay [s/veh] 0.00
Approach LOS B A A
d_A, Approach Delay [s/veh] 13.90 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS B A A A
d_M, Delay for Movement [s/veh] 0.00 13.90 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 7
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.292
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 27 21 1 25 1406 912 28
Total 15-Minute Volume [veh/h] 7 5 0 6 352 228 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7500 0.7500 0.9777 0.9777 0.9777 0.9883 0.9883 Total Hourly Volume [veh/h] 20 16 1 24 1375 901 28
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 20 16 1 24 1375 901 28
Name Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 8
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.292
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.01 0.00 0.01 0.28 0.18 0.18 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 9
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.121
Level Of Service: F
Delay (sec / veh): 65.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 555: Club Terrace Dr/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Club Terrace Dr Park Dwy Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 8 0 7 1 0 22 14 1417 11 3 1097 7 Total 15-Minute Volume [veh/h] 2 0 2 0 0 6 4 354 3 1 274 2 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 Total Hourly Volume [veh/h] 8 0 7 1 0 22 14 1389 11 3 1075 7 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 8 0 7 1 0 22 14 1389 11 3 1075 7 Name Club Terrace Dr Park Dwy Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 10
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Intersection LOS F
d_I, Intersection Delay [s/veh] 0.51
Approach LOS E C A A
d_A, Approach Delay [s/veh] 44.90 15.87 0.15 0.05
95th-Percentile Queue Length [ft/ln] 11.99 11.99 11.99 5.18 5.18 5.18 3.13 0.00 0.00 0.94 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.48 0.48 0.48 0.21 0.21 0.21 0.13 0.00 0.00 0.04 0.00 0.00 Movement LOS F F C E F B C A A C A A
d_M, Delay for Movement [s/veh] 65.07 157.09 21.86 45.70 152.60 14.51 15.76 0.00 0.00 20.07 0.00 0.00 V/C, Movement V/C Ratio 0.12 0.00 0.02 0.01 0.00 0.05 0.04 0.01 0.00 0.01 0.01 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 11
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Turning Movement Volume: Summary
Report File: C:\...\Existing PM.pdf 2/23/2026
Vistro File: C:\...\25-062 Supplemental Traffic Analysis Scenario 4 Existing PM
2.23.2026.vistro
25-062 Yorba Linda Housing Elements
2537
Total
Volume
7 Right
1075
Thru
3 Left
Westbound
11 Right
1389
Thru
14 Left
Eastbound
22 Right
0 Thru
1 Left
Southbound
7 Right
0 Thru
8 Left
Northbound
Club Terrace Dr/Yorba Linda
Blvd 555
ID Intersection Name
2365
Total
Volume
28 Right
901
Thru
Westbound
1375
Thru
24 Left
1 U-T
Eastbound
16 Right
20 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2537
Total
Volume
0 Right
1118
Thru
Westbound
1419
Thru
Eastbound
0 Right
Southbound
33 Project Dwy/Yorba Linda Blvd
ID Intersection Name
2541
Total
Volume
1018
Thru
11 Left
2 U-T
Westbound
52 Right
1394
Thru
Eastbound
18 Right
46 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2548
Total
Volume
26 Right
1034
Thru
Westbound
1427
Thru
17 Left
0 U-T
Eastbound
23 Right
0 Thru
20 Left
0 U-T
Southbound
0 Right
0 Thru
1 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 12
EPD Solutions Scenario 4: 4 Existing PM
Version 2024 (SP 0-4)
Generated with
Intersection Analysis Summary
Report File: C:\...\Existing With Project With Chabad AM.pdf 2/23/2026 Vistro File: C:\...\25-062 Supplemental Traffic Analysis Scenario 5 Existing With Project With Chabad AM
2.23.2026.vistro
25-062 Yorba Linda Housing Elements
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.
SB Left 0.012 50.3 F
HCM 7th
Edition Two-way stop Club Terrace Dr/Yorba LindaBlvd 555 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.289 - A SB Right 0.055 16.0 C
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.351 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Right 0.324 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.324
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 0 4 0 24 1 38 2 12 907 0 0 1473 29 Total 15-Minute Volume [veh/h] 0 0 1 0 6 0 10 1 3 227 0 0 368 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.910 0.910 0.910 0.920 0.920 0.920 1.000 1.0000 0.9000 0.9000 Total Hourly Volume [veh/h] 0 0 1 0 22 1 35 2 11 834 0 0 1326 26 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 15 0 0 21 7 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 1 0 22 1 35 2 11 819 0 0 1305 19 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 2
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.324
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.00 0.01 0.18 0.00 0.00 0.29 0.29 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 3
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.351
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 107 40 902 43 16 29 1467
Total 15-Minute Volume [veh/h] 27 10 226 11 4 7 367
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7300 0.7300 0.9100 0.9100 0.8700 0.8700 0.8700 Total Hourly Volume [veh/h] 78 29 821 39 14 25 1276
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 8 15 0 12 7 28
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 78 21 806 39 2 18 1248
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 4
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.351
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.02 0.19 0.19 0.01 0.02 0.29 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
25-062 Yorba Linda Housing Elements 5
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.055
Level Of Service: C
Delay (sec / veh): 16.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Dwy/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 19 0 873 1310 21
Total 15-Minute Volume [veh/h] 0 5 0 218 328 5
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 0.2900 Total Hourly Volume [veh/h] 0 19 0 873 1310 6
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 19 0 44 40 6
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 829 1270 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 6
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Intersection LOS C
d_I, Intersection Delay [s/veh] 0.14
Approach LOS C A A
d_A, Approach Delay [s/veh] 16.05 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 4.35 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.17 0.00 0.00 0.00 0.00 Movement LOS C A A A
d_M, Delay for Movement [s/veh] 0.00 16.05 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.06 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 7
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.289
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 45 37 27 11 1011 1278 27
Total 15-Minute Volume [veh/h] 11 9 7 3 253 320 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8472 0.8472 0.8370 0.8370 0.8370 0.9006 0.9006 Total Hourly Volume [veh/h] 38 31 23 9 846 1151 24
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 8 20 0 21 15 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 38 23 3 9 825 1136 24
Name Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 8
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.289
Intersection LOS A
V/C, Movement V/C Ratio 0.03 0.02 0.02 0.01 0.20 0.26 0.26 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 9
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.012
Level Of Service: F
Delay (sec / veh): 50.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 555: Club Terrace Dr/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Club Terrace Dr Park Dwy Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 9 0 10 1 0 5 3 964 8 3 1407 2 Total 15-Minute Volume [veh/h] 2 0 3 0 0 1 1 241 2 1 352 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 0.8870 Total Hourly Volume [veh/h] 8 0 9 1 0 4 3 855 7 3 1248 2 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 41 0 0 43 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 8 0 9 1 0 4 3 814 7 3 1205 2
Name Club Terrace Dr Park Dwy Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 10
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Intersection LOS F
d_I, Intersection Delay [s/veh] 0.30
Approach LOS D C A A
d_A, Approach Delay [s/veh] 25.82 22.17 0.06 0.03
95th-Percentile Queue Length [ft/ln] 8.12 8.12 8.12 2.14 2.14 2.14 0.92 0.00 0.00 0.56 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.32 0.32 0.32 0.09 0.09 0.09 0.04 0.00 0.00 0.02 0.00 0.00 Movement LOS E F C F F C C A A B A A
d_M, Delay for Movement [s/veh] 37.81 116.76 15.03 50.31 115.67 16.55 19.74 0.00 0.00 13.98 0.00 0.00 V/C, Movement V/C Ratio 0.08 0.00 0.02 0.01 0.00 0.02 0.01 0.01 0.00 0.01 0.01 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 11
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Turning Movement Volume: Summary
Report File: C:\...\Existing With Project With Chabad AM.pdf 2/23/2026 Vistro File: C:\...\25-062 Supplemental Traffic Analysis Scenario 5 Existing With Project With Chabad AM
2.23.2026.vistro
25-062 Yorba Linda Housing Elements
2140
Total
Volume
2 Right
1248
Thru
3 Left
Westbound
7 Right
855
Thru
3 Left
Eastbound
4 Right
0 Thru
1 Left
Southbound
9 Right
0 Thru
8 Left
Northbound
Club Terrace Dr/Yorba Linda
Blvd 555
ID Intersection Name
2122
Total
Volume
24 Right
1151
Thru
Westbound
846
Thru
9 Left
23 U-T
Eastbound
31 Right
38 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2208
Total
Volume
6 Right
1310
Thru
Westbound
873
Thru
Eastbound
19 Right
Southbound
33 Project Dwy/Yorba Linda Blvd
ID Intersection Name
2282
Total
Volume
1276
Thru
25 Left
14 U-T
Westbound
39 Right
821
Thru
Eastbound
29 Right
78 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2258
Total
Volume
26 Right
1326
Thru
Westbound
834
Thru
11 Left
2 U-T
Eastbound
35 Right
1 Thru
22 Left
0 U-T
Southbound
1 Right
0 Thru
0 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 12
EPD Solutions Scenario 5: 5 Existing With Project With Chabad AM Version 2024 (SP 0-4)
Generated with
Intersection Analysis Summary
Report File: C:\...\Existing With Project With Chabad PM.pdf 2/23/2026 Vistro File: C:\...\25-062 Supplemental Traffic Analysis Scenario 6 Existing With Project With Chabad PM
2.23.2026.vistro
25-062 Yorba Linda Housing Elements
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.
NB Left 0.132 71.0 F
HCM 7th
Edition Two-way stop Club Terrace Dr/Yorba LindaBlvd 555 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.298 - A SB Right 0.031 14.6 B
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.353 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.313 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.313
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 4 0 0 0 26 0 30 0 18 1493 0 0 1145 37 Total 15-Minute Volume [veh/h] 1 0 0 0 6 0 7 0 4 373 0 0 286 9 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.770 0.770 0.770 0.970 0.970 0.970 1.000 1.0000 0.9200 0.9200 Total Hourly Volume [veh/h] 1 0 0 0 20 0 23 0 17 1448 0 0 1053 34 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 21 0 0 19 8 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1 0 0 0 20 0 23 0 17 1427 0 0 1034 26 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 2
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.313
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.01 0.29 0.00 0.00 0.23 0.23 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 95
Intersection Settings
25-062 Yorba Linda Housing Elements 3
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.353
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 69 37 1474 54 16 21 1136
Total 15-Minute Volume [veh/h] 17 9 368 14 4 5 284
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.6700 0.6700 0.9600 0.9600 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 46 25 1415 52 15 19 1045
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 7 21 0 13 8 27
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 46 18 1394 52 2 11 1018
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 4
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.353
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.02 0.30 0.30 0.01 0.01 0.22 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
25-062 Yorba Linda Housing Elements 5
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.031
Level Of Service: B
Delay (sec / veh): 14.6
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Dwy/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 12 0 1466 1154 20
Total 15-Minute Volume [veh/h] 0 3 0 367 289 5
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 12 0 1466 1154 20
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 12 0 47 36 20
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1419 1118 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 6
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Intersection LOS B
d_I, Intersection Delay [s/veh] 0.07
Approach LOS B A A
d_A, Approach Delay [s/veh] 14.57 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 2.39 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.10 0.00 0.00 0.00 0.00 Movement LOS B A A A
d_M, Delay for Movement [s/veh] 0.00 14.57 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.03 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 7
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.298
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 27 31 19 25 1426 933 28
Total 15-Minute Volume [veh/h] 7 8 5 6 356 233 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7500 0.7500 0.9777 0.9777 0.9777 0.9883 0.9883 Total Hourly Volume [veh/h] 20 23 19 24 1394 922 28
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 7 18 0 19 21 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 20 16 1 24 1375 901 28
Name Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 8
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Intersection V/C 0.298
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.02 0.01 0.01 0.28 0.19 0.19 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 9
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Volume to Capacity (v/c): 0.132
Level Of Service: F
Delay (sec / veh): 71.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 555: Club Terrace Dr/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Club Terrace Dr Park Dwy Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 8 0 7 1 0 22 14 1455 11 3 1144 7 Total 15-Minute Volume [veh/h] 2 0 2 0 0 6 4 364 3 1 286 2 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 0.9800 Total Hourly Volume [veh/h] 8 0 7 1 0 22 14 1426 11 3 1121 7 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 37 0 0 46 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 8 0 7 1 0 22 14 1389 11 3 1075 7 Name Club Terrace Dr Park Dwy Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 10
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Intersection LOS F
d_I, Intersection Delay [s/veh] 0.52
Approach LOS E C A A
d_A, Approach Delay [s/veh] 48.68 16.40 0.15 0.05
95th-Percentile Queue Length [ft/ln] 13.02 13.02 13.02 5.43 5.43 5.43 3.30 0.00 0.00 0.98 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.52 0.52 0.52 0.22 0.22 0.22 0.13 0.00 0.00 0.04 0.00 0.00 Movement LOS F F C E F B C A A C A A
d_M, Delay for Movement [s/veh] 70.97 178.45 23.20 49.60 173.08 14.89 16.37 0.00 0.00 20.75 0.00 0.00 V/C, Movement V/C Ratio 0.13 0.00 0.02 0.01 0.00 0.06 0.04 0.01 0.00 0.01 0.01 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 11
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
Turning Movement Volume: Summary
Report File: C:\...\Existing With Project With Chabad PM.pdf 2/23/2026 Vistro File: C:\...\25-062 Supplemental Traffic Analysis Scenario 6 Existing With Project With Chabad PM
2.23.2026.vistro
25-062 Yorba Linda Housing Elements
2620
Total
Volume
7 Right
1121
Thru
3 Left
Westbound
11 Right
1426
Thru
14 Left
Eastbound
22 Right
0 Thru
1 Left
Southbound
7 Right
0 Thru
8 Left
Northbound
Club Terrace Dr/Yorba Linda
Blvd 555
ID Intersection Name
2430
Total
Volume
28 Right
922
Thru
Westbound
1394
Thru
24 Left
19 U-T
Eastbound
23 Right
20 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2652
Total
Volume
20 Right
1154
Thru
Westbound
1466
Thru
Eastbound
12 Right
Southbound
33 Project Dwy/Yorba Linda Blvd
ID Intersection Name
2617
Total
Volume
1045
Thru
19 Left
15 U-T
Westbound
52 Right
1415
Thru
Eastbound
25 Right
46 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2596
Total
Volume
34 Right
1053
Thru
Westbound
1448
Thru
17 Left
0 U-T
Eastbound
23 Right
0 Thru
20 Left
0 U-T
Southbound
0 Right
0 Thru
1 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 12
EPD Solutions Scenario 6: 6 Existing With Project With Chabad PM Version 2024 (SP 0-4)
Generated with
19081 Yorba Linda Boulevard
Supplemental Traffic Analyses (Second Report)
ATTACHMENT F – 24-HOUR MULTIMODAL TRAFFIC COUNTS
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_1 Yorba Linda Blvd between Ohio St and Palm Ave.TH
AM NORTH SIDE PM NORTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 1 0 0 0 0 0 0 0 0 0 0 0 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 1 0 0 1 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 1 0 0 0 0 0 0 0 0 0 0 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 1 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 1 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 1 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 1 0 1 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 2 0 0 0 0 0 0 0 0 0 0 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 1 4 0 0 0 0 0 0 0 0 54:15 1 0 0 0 0 0 0 0 0 0 0 0 1 16:15 0 0 0 1 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 1 1 0 0 0 0 0 0 0 0 0 24:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 1 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 1 1 0 0 0 0 0 0 0 0 25:30 2 0 0 0 0 0 0 0 0 0 0 0 2 17:30 0 2 0 0 0 0 0 0 0 0 0 0 25:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 1 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 1 1 0 0 0 0 0 0 0 0 0 0 26:15 0 2 0 0 0 0 0 0 0 0 0 0 2 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 1 0 1 0 1 0 0 0 0 0 0 3 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 2 0 0 0 0 0 0 0 0 0 0 27:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 2 0 0 0 0 0 0 0 0 0 0 2 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 1 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 1 1 2 0 0 0 0 0 0 0 0 0 4 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 1 0 0 0 0 0 0 0 0 0 1 20:30 0 3 0 0 0 0 0 0 0 0 0 0 38:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 1 0 0 0 0 0 0 0 0 0 0 0 1 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 2 0 0 0 0 0 0 0 0 0 0 0 2 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 1 0 0 0 0 0 0 0 0 1 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 2 0 1 0 0 0 0 0 0 0 0 3 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 1 0 0 0 0 0 0 0 0 0 0 1 22:15 1 0 0 0 0 0 0 0 0 0 0 0 110:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 1 0 0 0 0 0 0 0 0 0 0 1 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 1 0 0 0 0 0 0 0 0 1 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 7 10 3 4 0 1 0 0 0 0 0 0 25 TOTAL 5 14 4 9 0 2 0 0 0 0 0 0 34 AM PEAK HOUR 9:30 AM PM PEAK HOUR 3:45 PMAM PEAK VOLUME 7 PM PEAK VOLUME 10
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 12 24 7 13 0 3 0 0 0 0 0 0 59% OF TOTAL 20.3% 40.7% 11.9% 22.0% 0.0% 5.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%TOTAL: ALL 21 28 14 15 2 3 0 0 0 0 0 0 83% OF TOTAL 25.3% 33.7% 16.9% 18.1% 2.4% 3.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
Thursday, February 12, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_1 Yorba Linda Blvd between Ohio St and Palm Ave.TH
AM SOUTH SIDE PM SOUTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 1 0 0 0 0 0 0 0 0 0 0 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 1 0 0 0 0 0 0 0 0 0 0 0 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 1 0 0 0 0 0 0 0 0 0 0 0 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 1 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 1 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 1 0 0 0 0 0 0 0 0 0 0 14:30 1 0 0 0 0 0 0 0 0 0 0 0 1 16:30 0 0 1 0 1 0 0 0 0 0 0 0 24:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 1 0 1 0 0 0 0 0 0 0 0 0 25:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 1 1 0 0 0 0 0 0 0 0 0 25:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 1 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 1 1 0 0 0 0 0 0 0 0 25:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 1 0 0 0 0 0 0 0 0 0 0 0 1 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 1 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 1 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 1 0 0 0 0 0 0 0 0 1 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 1 0 0 0 0 0 0 0 0 0 0 0 1 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 1 0 0 0 0 0 0 0 0 0 1 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 1 0 0 0 0 0 0 0 0 0 0 0 1 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 1 0 0 0 0 0 0 0 0 0 0 0 111:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 4 0 1 1 0 0 0 0 0 0 0 0 6 TOTAL 5 4 6 1 2 0 0 0 0 0 0 0 18 AM PEAK HOUR 9:30 AM PM PEAK HOUR 4:45 PM
AM PEAK VOLUME 3 PM PEAK VOLUME 7
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 9 4 7 2 2 0 0 0 0 0 0 0 24% OF TOTAL 37.5% 16.7% 29.2% 8.3% 8.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Thursday, February 12, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_1 Yorba Linda Blvd between Ohio St and Palm Ave.SA
AM NORTH SIDE PM NORTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 1 0 0 0 0 0 0 0 0 0 1 12:15 0 1 0 2 2 0 0 0 0 0 0 0 50:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 2 0 2 0 0 0 0 0 0 40:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 4 0 0 0 3 0 0 0 0 0 0 71:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 1 0 1 0 1 0 0 0 0 0 0 31:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 3 0 0 0 0 1 0 0 0 0 0 0 41:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 2 0 0 0 0 0 0 0 0 0 1 0 31:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 2 4 0 0 0 0 0 0 0 0 0 1 72:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 1 1 0 3 0 4 0 0 0 0 0 0 92:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 2 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 3 0 0 0 0 0 0 0 0 1 0 43:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 2 1 0 1 3 0 0 0 0 0 0 73:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 1 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 1 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 1 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 1 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 2 0 0 0 0 0 0 0 0 25:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 1 0 0 0 4 0 0 0 0 0 0 55:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 3 1 0 0 0 0 0 0 45:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 1 0 0 0 0 2 0 0 0 0 0 0 36:00 2 0 0 1 0 0 0 0 0 0 0 0 3 18:00 0 1 0 0 0 1 0 0 0 0 0 0 26:15 0 0 0 1 0 0 0 0 0 0 0 0 1 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 1 0 0 0 0 0 0 0 0 0 0 0 1 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 1 0 0 0 0 0 0 0 0 0 0 0 1 18:45 0 0 0 0 2 0 1 0 0 0 0 0 37:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 1 0 0 0 0 0 0 0 0 0 0 0 17:30 0 1 0 1 0 0 0 0 0 0 0 0 2 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 1 0 0 0 0 0 0 0 0 0 0 1 19:45 2 1 0 0 0 0 0 0 0 0 0 0 38:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 2 0 0 0 0 0 0 0 0 28:30 1 0 0 0 0 0 0 0 0 0 0 0 1 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 1 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 0 0 2 0 0 0 0 0 0 0 0 2 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 2 0 0 0 0 0 0 0 0 0 0 0 2 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 1 1 0 1 0 0 0 0 0 0 0 0 3 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 1 0 0 0 0 0 0 0 0 110:15 0 2 0 0 0 1 0 0 0 0 0 0 3 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 1 0 0 0 0 0 0 0 0 1 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 1 0 4 0 0 0 0 0 0 0 511:15 0 1 0 0 0 3 0 0 0 0 0 0 4 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 8 6 1 7 0 4 0 0 0 0 0 0 26 TOTAL 14 21 3 15 12 22 1 0 0 0 2 1 91 AM PEAK HOUR 9:30 AM PM PEAK HOUR 2:15 PMAM PEAK VOLUME 8 PM PEAK VOLUME 22
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 22 27 4 22 12 26 1 0 0 0 2 1 117% OF TOTAL 18.8% 23.1% 3.4% 18.8% 10.3% 22.2% 0.9% 0.0% 0.0% 0.0% 1.7% 0.9% 100.0%TOTAL: ALL 37 32 12 27 17 30 2 1 0 0 2 2 162% OF TOTAL 22.8% 19.8% 7.4% 16.7% 10.5% 18.5% 1.2% 0.6% 0.0% 0.0% 1.2% 1.2% 100.0% Saturday, February 14, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other OtherPeds Bikes E-Bikes E-Scooters Equestrian
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_1 Yorba Linda Blvd between Ohio St and Palm Ave.SA
AM SOUTH SIDE PM SOUTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 1 0 0 0 2 2 0 0 0 0 0 0 50:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 1 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 1 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 1 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 1 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 1 0 0 1 0 0 0 0 0 0 25:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 2 0 0 0 0 0 0 0 0 0 25:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 1 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 1 0 0 0 0 0 0 0 0 0 0 0 1 19:15 0 0 0 2 0 0 0 0 0 0 0 0 27:30 0 2 0 0 0 0 0 0 0 0 0 0 2 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 1 0 0 0 0 0 0 0 0 1 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 2 0 1 0 0 0 0 0 0 0 0 0 3 21:30 8 0 0 0 0 0 0 0 0 0 0 0 89:45 1 0 0 0 0 0 0 0 0 0 0 0 1 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 1 0 0 0 0 0 0 0 1 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 2 1 0 0 0 0 0 0 0 0 1 4 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 1 0 1 0 0 0 0 0 0 0 0 0 2 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 1 2 0 0 0 0 0 0 0 3 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 2 0 0 0 1 0 0 0 0 0 3 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 5 4 5 2 3 0 1 0 0 0 0 1 21 TOTAL 10 1 3 3 2 4 0 1 0 0 0 0 24 AM PEAK HOUR 10:45 AM PM PEAK HOUR 9:30 PM
AM PEAK VOLUME 9 PM PEAK VOLUME 8
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 15 5 8 5 5 4 1 1 0 0 0 1 45% OF TOTAL 33.3% 11.1% 17.8% 11.1% 11.1% 8.9% 2.2% 2.2% 0.0% 0.0% 0.0% 2.2% 100.0%
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturday, February 14, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other OtherPeds Bikes E-Bikes E-Scooters Equestrian
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_1 Yorba Linda Blvd between Ohio St and Palm Ave.SU
AM NORTH SIDE PM NORTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 1 0 0 0 1 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 1 0 0 0 1 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 1 1 0 0 0 0 1 0 0 0 0 31:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 2 0 1 0 0 0 0 0 0 0 0 31:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 2 0 0 0 0 1 0 0 0 0 0 0 31:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 2 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 1 0 2 0 0 0 0 0 0 32:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 1 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 2 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 1 2 0 0 0 0 0 0 0 0 33:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 1 1 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 4 0 0 0 0 0 0 43:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 1 1 1 0 0 0 0 0 0 33:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 1 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 2 1 1 0 0 2 0 0 0 0 0 0 64:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 5 0 1 1 1 0 0 0 0 0 0 0 84:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 1 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 1 1 0 0 0 0 0 0 0 0 0 0 25:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 1 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 4 0 0 0 0 0 0 45:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 1 2 0 0 0 0 0 0 0 0 0 35:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 2 8 0 1 0 7 0 0 0 0 0 0 186:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 1 0 3 0 0 0 0 0 0 0 0 0 46:15 0 0 0 1 0 0 0 0 0 0 0 0 1 18:15 3 2 0 0 0 0 0 0 0 0 0 0 56:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 1 1 0 0 0 0 0 0 0 0 0 0 27:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 1 0 0 0 0 0 0 0 0 17:45 0 2 0 0 0 0 0 0 0 0 0 0 2 19:45 0 1 0 0 0 0 0 0 0 0 0 0 18:00 0 2 0 0 0 0 0 0 0 0 0 0 2 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 2 0 0 0 0 0 0 0 0 0 0 2 20:15 0 1 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 1 0 0 0 0 0 0 0 0 1 20:30 3 0 0 0 0 0 0 0 0 0 0 0 38:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 1 1 0 0 0 0 0 0 0 0 0 2 21:00 0 3 1 0 0 0 0 0 0 0 0 0 49:15 3 0 0 0 0 0 0 0 0 0 0 0 3 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 1 0 0 0 0 0 0 0 0 0 0 0 1 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 1 1 0 0 0 0 0 0 0 0 0 0 2 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 1 2 0 1 0 0 0 0 0 0 0 0 4 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 1 0 0 0 0 0 0 0 0 0 1 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 1 2 0 0 0 0 0 0 0 0 0 0 3 22:45 0 0 0 1 0 0 0 0 0 0 0 0 111:00 0 0 0 0 0 2 0 0 0 0 0 0 2 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 1 0 0 0 0 0 0 0 0 1 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 7 12 2 4 0 2 0 0 0 0 0 0 27 TOTAL 21 24 11 12 2 28 0 1 0 0 0 0 99 AM PEAK HOUR 9:15 AM PM PEAK HOUR 5:30 PMAM PEAK VOLUME 10 PM PEAK VOLUME 30
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 28 36 13 16 2 30 0 1 0 0 0 0 126% OF TOTAL 22.2% 28.6% 10.3% 12.7% 1.6% 23.8% 0.0% 0.8% 0.0% 0.0% 0.0% 0.0% 100.0%TOTAL: ALL 40 49 14 19 6 33 0 1 0 0 0 0 162% OF TOTAL 24.7% 30.2% 8.6% 11.7% 3.7% 20.4% 0.0% 0.6% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
Sunday, February 15, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_1 Yorba Linda Blvd between Ohio St and Palm Ave.SU
AM SOUTH SIDE PM SOUTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 1 1 0 0 0 2 0 0 0 0 0 0 40:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 1 0 0 0 0 0 0 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 1 0 0 0 0 0 0 0 0 0 0 0 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 1 0 0 0 0 0 0 0 0 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 1 1 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 1 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 1 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 1 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 1 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 1 0 0 0 0 0 0 0 0 0 0 1 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 1 0 0 0 0 0 0 0 0 0 0 0 1 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 1 0 0 0 0 0 0 0 0 0 0 0 1 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 1 0 0 0 0 0 0 0 0 0 0 0 1 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 2 0 0 0 0 0 0 0 0 0 0 2 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 1 0 0 0 0 0 0 0 0 0 0 0 1 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 1 0 0 0 0 0 0 0 0 0 0 1 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 1 2 0 0 1 0 0 0 0 0 0 0 4 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 3 0 0 0 0 0 0 0 0 0 0 3 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 1 1 0 0 0 0 0 0 0 0 0 0 2 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 1 0 0 0 1 0 0 0 0 0 0 0 2 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 2 0 0 0 0 0 0 0 0 0 0 2 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 2 0 0 0 0 0 0 0 0 0 0 0 2 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 9 12 0 0 2 0 0 0 0 0 0 0 23 TOTAL 3 1 1 3 2 3 0 0 0 0 0 0 13 AM PEAK HOUR 9:45 AM PM PEAK HOUR 1:00 PM
AM PEAK VOLUME 9 PM PEAK VOLUME 5
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 12 13 1 3 4 3 0 0 0 0 0 0 36% OF TOTAL 33.3% 36.1% 2.8% 8.3% 11.1% 8.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Sunday, February 15, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_2 Ohio St between Oriente Dr and Yorba Linda Blvd.TH.rev
AM WEST SIDE PM WEST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 1 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 1 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 1 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 2 0 1 0 0 0 0 0 0 0 0 3 AM PEAK HOUR 11:45 AM PM PEAK HOUR 2:00 PMAM PEAK VOLUME 0 PM PEAK VOLUME 2
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 0 2 0 1 0 0 0 0 0 0 0 0 3% OF TOTAL 0.0% 66.7% 0.0% 33.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%TOTAL: ALL 7 5 3 2 0 3 0 0 0 0 0 0 20% OF TOTAL 35.0% 25.0% 15.0% 10.0% 0.0% 15.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
Thursday, February 12, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_2 Ohio St between Oriente Dr and Yorba Linda Blvd.TH.rev
AM EAST SIDE PM EAST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 1 1 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 1 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 2 1 0 0 0 0 0 0 0 0 0 0 34:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 1 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 1 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 1 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 1 0 0 0 0 0 0 0 0 1 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 1 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 1 0 0 0 0 0 0 0 0 0 1 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 1 0 0 0 0 2 0 0 0 0 0 0 3 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 1 0 0 0 0 0 0 0 0 0 0 1 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 1 0 0 0 0 0 0 0 0 0 0 0 1 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 2 1 1 1 0 2 0 0 0 0 0 0 7 TOTAL 5 2 2 0 0 1 0 0 0 0 0 0 10 AM PEAK HOUR 7:45 AM PM PEAK HOUR 4:00 PM
AM PEAK VOLUME 5 PM PEAK VOLUME 4
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 7 3 3 1 0 3 0 0 0 0 0 0 17% OF TOTAL 41.2% 17.6% 17.6% 5.9% 0.0% 17.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Thursday, February 12, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_2 Ohio St between Oriente Dr and Yorba Linda Blvd.SA
AM WEST SIDE PM WEST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 1 0 0 0 0 0 0 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 2 0 0 0 0 0 0 0 0 0 0 2 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 2 0 0 0 0 0 0 0 0 0 0 2 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 1 0 0 0 0 0 0 0 0 0 0 1 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 5 0 0 0 0 0 0 0 0 0 0 5 TOTAL 0 0 0 0 0 1 0 0 0 0 0 0 1 AM PEAK HOUR 8:15 AM PM PEAK HOUR 1:15 PMAM PEAK VOLUME 4 PM PEAK VOLUME 1
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 0 5 0 0 0 1 0 0 0 0 0 0 6% OF TOTAL 0.0% 83.3% 0.0% 0.0% 0.0% 16.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%TOTAL: ALL 5 9 7 2 2 1 0 1 0 0 0 0 27% OF TOTAL 18.5% 33.3% 25.9% 7.4% 7.4% 3.7% 0.0% 3.7% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
Saturday, February 14, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_2 Ohio St between Oriente Dr and Yorba Linda Blvd.SA
AM EAST SIDE PM EAST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 1 0 0 0 0 0 0 0 0 0 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 1 1 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 1 0 0 0 0 0 0 0 0 0 0 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 1 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 1 0 0 0 0 0 0 1 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 1 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 1 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 1 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 1 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 1 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 2 0 0 0 0 0 0 0 0 0 0 0 2 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 1 0 0 0 0 0 0 0 0 1 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 2 0 0 0 0 0 0 0 2 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 1 1 0 0 0 0 0 0 0 0 0 2 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 1 1 0 0 0 0 0 0 0 0 0 0 2 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 3 2 1 1 2 0 0 0 0 0 0 0 9 TOTAL 2 2 6 1 0 0 0 1 0 0 0 0 12 AM PEAK HOUR 7:15 AM PM PEAK HOUR 2:45 PM
AM PEAK VOLUME 5 PM PEAK VOLUME 3
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 5 4 7 2 2 0 0 1 0 0 0 0 21% OF TOTAL 23.8% 19.0% 33.3% 9.5% 9.5% 0.0% 0.0% 4.8% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturday, February 14, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_2 Ohio St between Oriente Dr and Yorba Linda Blvd.SU
AM WEST SIDE PM WEST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 2 0 0 0 0 0 0 0 0 0 0 0 26:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 2 0 0 0 0 0 0 27:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 2 0 0 0 0 0 0 0 0 0 0 2 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 2 0 0 0 0 0 0 0 0 0 0 2 TOTAL 2 0 0 0 0 2 0 0 0 0 0 0 4 AM PEAK HOUR 8:15 AM PM PEAK HOUR 6:15 PMAM PEAK VOLUME 2 PM PEAK VOLUME 4
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 2 2 0 0 0 2 0 0 0 0 0 0 6% OF TOTAL 33.3% 33.3% 0.0% 0.0% 0.0% 33.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%TOTAL: ALL 6 8 4 4 3 3 1 0 0 0 0 0 29% OF TOTAL 20.7% 27.6% 13.8% 13.8% 10.3% 10.3% 3.4% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
Sunday, February 15, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_2 Ohio St between Oriente Dr and Yorba Linda Blvd.SU
AM EAST SIDE PM EAST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 1 0 0 0 0 0 0 0 0 0 0 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 1 0 0 0 0 0 0 0 0 0 0 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 2 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 1 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 1 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 1 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 2 0 0 0 0 0 0 0 25:30 0 0 0 1 0 0 0 0 0 0 0 0 1 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 2 0 0 0 0 0 0 0 0 0 0 26:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 1 0 0 0 0 0 0 0 0 0 1 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 1 0 0 0 0 0 0 0 0 0 1 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 3 0 0 0 0 0 0 0 0 0 0 0 39:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 1 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 2 0 0 0 0 0 0 0 0 2 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 1 1 0 0 0 0 0 0 0 0 0 0 2 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 1 0 0 0 0 0 0 0 0 1 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 1 1 2 4 0 0 0 0 0 0 0 0 8 TOTAL 3 5 2 0 3 1 1 0 0 0 0 0 15 AM PEAK HOUR 10:15 AM PM PEAK HOUR 9:00 PMAM PEAK VOLUME 5 PM PEAK VOLUME 4
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 4 6 4 4 3 1 1 0 0 0 0 0 23% OF TOTAL 17.4% 26.1% 17.4% 17.4% 13.0% 4.3% 4.3% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Sunday, February 15, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_6 Oriente Dr between Ohio St and Palm Ave.TH
AM NORTH SIDE PM NORTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 1 0 0 0 0 0 0 0 0 0 0 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 1 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 2 0 0 0 1 0 0 0 0 0 0 33:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 1 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 1 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 1 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 1 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 1 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 1 0 0 1 0 0 0 0 0 0 0 0 25:45 3 0 0 0 0 0 0 0 0 0 0 0 3 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 1 0 0 0 0 0 0 0 0 0 0 0 1 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 2 0 0 0 0 0 0 0 0 0 0 26:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 2 0 0 0 0 0 0 0 0 0 0 0 27:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 1 0 0 0 0 0 0 0 0 0 0 0 1 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 2 1 0 0 0 0 0 0 0 0 0 0 3 19:45 0 2 0 0 0 0 0 0 0 0 0 0 28:00 1 7 0 0 0 0 0 0 0 0 0 0 8 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 1 0 0 0 0 0 0 0 0 0 0 1 20:15 2 0 0 0 0 0 0 0 0 0 0 0 28:30 7 0 0 0 0 0 0 0 0 0 0 0 7 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 1 0 0 0 0 0 0 0 0 0 0 0 1 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 1 0 0 0 0 0 0 0 0 0 0 1 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 1 0 0 0 0 0 0 0 0 0 0 1 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 16 11 0 0 0 0 0 0 0 0 0 0 27 TOTAL 7 8 0 2 0 3 0 0 0 0 0 0 20 AM PEAK HOUR 7:45 AM PM PEAK HOUR 3:30 PMAM PEAK VOLUME 19 PM PEAK VOLUME 6
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 23 19 0 2 0 3 0 0 0 0 0 0 47% OF TOTAL 48.9% 40.4% 0.0% 4.3% 0.0% 6.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%TOTAL: ALL 26 40 4 2 4 3 0 0 0 0 0 0 79% OF TOTAL 32.9% 50.6% 5.1% 2.5% 5.1% 3.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% Thursday, February 12, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other OtherPeds Bikes E-Bikes E-Scooters Equestrian
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_6 Oriente Dr between Ohio St and Palm Ave.TH
AM SOUTH SIDE PM SOUTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 1 0 0 0 0 0 0 0 0 0 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 2 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 1 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 1 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 1 0 0 3 0 0 0 0 0 0 0 43:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 1 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 1 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 1 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 1 0 0 0 0 0 0 0 0 0 0 1 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 1 0 0 0 0 0 0 0 0 0 0 1 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 2 0 0 0 0 0 0 0 0 0 0 26:45 0 1 0 0 0 0 0 0 0 0 0 0 1 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 1 0 0 0 0 0 0 0 0 0 0 1 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 1 2 0 0 0 0 0 0 0 0 0 0 3 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 1 0 0 0 1 0 0 0 0 0 0 0 2 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 1 0 0 0 0 0 0 0 0 0 0 1 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 2 0 0 0 0 0 0 0 0 0 0 2 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 1 0 0 0 0 0 0 0 0 0 0 1 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 1 0 0 0 0 0 0 0 0 0 0 1 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 1 0 0 0 0 0 0 0 0 0 0 1 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 1 1 0 0 0 0 0 0 0 0 0 2 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 1 0 0 0 0 0 0 0 0 0 0 1 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 2 14 1 0 1 0 0 0 0 0 0 0 18 TOTAL 1 7 3 0 3 0 0 0 0 0 0 0 14 AM PEAK HOUR 8:00 AM PM PEAK HOUR 3:30 PM
AM PEAK VOLUME 8 PM PEAK VOLUME 5
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 3 21 4 0 4 0 0 0 0 0 0 0 32% OF TOTAL 9.4% 65.6% 12.5% 0.0% 12.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Thursday, February 12, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other OtherPeds Bikes E-Bikes E-Scooters Equestrian
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_6 Oriente Dr between Ohio St and Palm Ave.SA
AM NORTH SIDE PM NORTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 1 0 0 0 0 0 0 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 5 0 0 0 0 0 0 50:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 2 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 1 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 1 0 0 0 0 1 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 1 0 0 0 0 0 0 0 0 0 0 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 1 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 1 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 1 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 1 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 1 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 1 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 1 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 1 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 5 0 0 0 0 0 0 55:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 1 0 0 0 0 0 0 0 0 0 0 1 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 2 0 0 0 0 0 0 26:45 1 0 0 0 0 0 0 0 0 0 0 0 1 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 1 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 8 0 0 0 0 0 0 0 0 0 0 8 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 2 0 0 0 0 0 0 2 20:15 1 1 0 0 0 0 0 0 0 0 0 0 28:30 8 0 0 0 0 0 0 0 0 0 0 0 8 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 2 0 0 0 0 0 0 0 0 0 0 0 2 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 3 0 0 0 0 0 0 0 0 0 0 3 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 2 0 0 0 0 0 0 0 0 0 0 2 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 2 0 0 0 0 0 0 2 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 1 0 0 0 0 0 0 0 1 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 1 0 0 0 0 0 0 0 0 1 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 3 0 0 0 0 0 0 3 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 1 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 4 0 0 0 0 0 0 0 0 0 0 4 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 12 18 0 1 1 7 0 0 0 0 0 0 39 TOTAL 7 5 0 0 0 18 0 0 0 0 0 0 30 AM PEAK HOUR 8:00 AM PM PEAK HOUR 12:15 PMAM PEAK VOLUME 20 PM PEAK VOLUME 10
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 19 23 0 1 1 25 0 0 0 0 0 0 69% OF TOTAL 27.5% 33.3% 0.0% 1.4% 1.4% 36.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%TOTAL: ALL 29 44 6 1 23 25 0 0 0 0 0 0 128% OF TOTAL 22.7% 34.4% 4.7% 0.8% 18.0% 19.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% Saturday, February 14, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other OtherPeds Bikes E-Bikes E-Scooters Equestrian
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_6 Oriente Dr between Ohio St and Palm Ave.SA
AM SOUTH SIDE PM SOUTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 1 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 1 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 1 1 0 0 1 0 0 0 0 0 0 0 32:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 1 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 1 0 0 3 0 0 0 0 0 0 0 43:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 1 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 1 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 1 3 0 0 1 0 0 0 0 0 0 0 54:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 1 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 2 1 0 0 0 0 0 0 0 0 0 34:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 1 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 1 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 2 0 0 0 0 0 0 0 0 0 0 26:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 3 0 0 0 0 0 0 0 36:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 3 0 0 0 0 0 0 0 36:45 0 1 0 0 0 0 0 0 0 0 0 0 1 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 1 0 0 0 0 0 0 0 0 0 0 0 1 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 1 0 0 0 0 0 0 0 0 0 0 17:30 1 0 0 0 0 0 0 0 0 0 0 0 1 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 2 0 0 0 0 0 0 0 0 0 0 0 2 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 2 0 0 0 0 0 0 0 0 0 0 2 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 1 0 0 0 0 0 0 0 18:45 0 1 0 0 0 0 0 0 0 0 0 0 1 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 1 1 0 2 0 0 0 0 0 0 0 4 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 1 0 0 0 0 0 0 0 0 0 1 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 1 0 0 3 0 0 0 0 0 0 0 4 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 1 0 0 0 1 0 0 0 0 0 0 0 2 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 1 0 0 0 0 0 0 0 0 0 0 1 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 1 0 0 0 0 0 0 0 1 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 2 0 0 0 0 0 0 0 2 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 1 0 0 0 0 0 0 0 0 0 0 1 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 1 1 0 0 0 0 0 0 0 0 0 2 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 5 9 3 0 9 0 0 0 0 0 0 0 26 TOTAL 5 12 3 0 13 0 0 0 0 0 0 0 33 AM PEAK HOUR 9:15 AM PM PEAK HOUR 4:00 PM
AM PEAK VOLUME 11 PM PEAK VOLUME 10
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 10 21 6 0 22 0 0 0 0 0 0 0 59% OF TOTAL 16.9% 35.6% 10.2% 0.0% 37.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturday, February 14, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other OtherPeds Bikes E-Bikes E-Scooters Equestrian
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_6 Oriente Dr between Ohio St and Palm Ave.SU
AM NORTH SIDE PM NORTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 3 0 0 0 0 0 0 0 0 0 0 30:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 1 0 0 0 0 0 0 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 2 0 0 0 0 0 22 241:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 2 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 1 0 0 0 0 4 0 0 0 0 0 0 51:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 4 0 0 0 0 0 0 43:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 1 0 0 0 0 2 0 0 0 0 0 0 33:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 2 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 1 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 1 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 1 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 2 0 0 0 0 0 0 0 0 0 0 26:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 3 2 0 0 0 0 0 0 0 0 0 0 5 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 1 0 0 0 0 0 0 0 0 0 0 1 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 2 0 0 0 0 0 0 0 0 0 0 2 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 2 0 0 0 0 0 0 0 0 0 0 0 2 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 6 0 0 0 0 0 0 0 0 0 0 6 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 2 0 0 0 0 0 0 0 0 0 0 0 2 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 1 0 0 0 0 0 0 0 0 0 0 0 1 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 1 0 0 0 0 0 0 0 0 1 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 8 11 0 1 0 0 0 0 0 0 0 0 20 TOTAL 5 6 0 0 0 16 0 0 0 0 0 22 49 AM PEAK HOUR 8:30 AM PM PEAK HOUR 12:45 PMAM PEAK VOLUME 12 PM PEAK VOLUME 31
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 13 17 0 1 0 16 0 0 0 0 0 22 69% OF TOTAL 18.8% 24.6% 0.0% 1.4% 0.0% 23.2% 0.0% 0.0% 0.0% 0.0% 0.0% 31.9% 100.0%TOTAL: ALL 20 36 6 1 13 16 0 0 0 0 0 22 114% OF TOTAL 17.5% 31.6% 5.3% 0.9% 11.4% 14.0% 0.0% 0.0% 0.0% 0.0% 0.0% 19.3% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
Sunday, February 15, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_6 Oriente Dr between Ohio St and Palm Ave.SU
AM SOUTH SIDE PM SOUTH SIDE
TIME EB WB EB WB EB WB EB WB EB WB EB WB TOTAL Time EB WB EB WB EB WB EB WB EB WB EB WB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 1 0 0 0 0 0 0 0 0 0 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 2 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 1 1 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 2 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 2 1 0 0 0 0 0 0 0 0 0 32:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 1 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 1 1 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 4 0 0 0 0 0 0 0 43:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 1 2 0 2 0 0 0 0 0 0 0 53:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 1 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 2 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 1 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 2 2 0 0 0 0 0 0 0 0 0 0 44:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 2 0 0 0 0 0 0 0 0 0 0 24:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 2 0 0 0 0 0 0 0 0 0 0 25:45 0 0 1 0 0 0 0 0 0 0 0 0 1 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 1 0 0 0 0 0 0 0 0 0 0 0 1 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 1 0 0 0 0 0 0 0 0 0 0 1 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 2 0 0 0 0 0 0 0 0 0 0 2 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 1 0 0 0 0 0 0 0 0 0 0 1 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 1 1 0 0 0 0 0 0 0 0 0 0 2 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 1 0 0 0 0 0 0 0 0 0 0 0 1 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 1 0 0 0 0 0 0 0 0 0 0 1 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 1 0 0 0 0 0 0 0 0 0 0 1 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 3 7 1 0 0 0 0 0 0 0 0 0 11 TOTAL 4 12 5 0 13 0 0 0 0 0 0 0 34 AM PEAK HOUR 10:00 AM PM PEAK HOUR 2:45 PMAM PEAK VOLUME 4 PM PEAK VOLUME 12
EB WB EB WB EB WB EB WB EB WB EB WB
TOTAL: AM+PM 7 19 6 0 13 0 0 0 0 0 0 0 45% OF TOTAL 15.6% 42.2% 13.3% 0.0% 28.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Sunday, February 15, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba Linda
JOB #: SC5897 Pedestrian and Bike Counts_3 Palm Ave between Oriente Dr and Yorba Linda Blvd.TH
AM WEST SIDE PM WEST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 1 0 0 0 0 0 0 0 0 1 0:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 1 0 0 0 0 0 0 0 0 0 0 1 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 1 1 0 1 0 0 0 0 0 0 0 0 3 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 1 0 0 0 0 0 0 0 0 0 0 1 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 1 0 0 0 0 0 0 0 0 0 0 1 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 1 0 0 0 0 0 0 0 0 0 0 1 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 0 1 0 0 0 0 0 0 0 0 0 0 1 19:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 1 0 0 0 0 0 0 0 0 0 0 0 1 19:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 1 0 0 0 0 0 0 0 0 0 0 0 1 20:00 0 0 0 1 0 0 0 0 0 0 0 0 1 8:15 1 1 0 0 0 0 0 0 0 0 0 0 2 20:15 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 1 0 0 0 0 0 0 0 0 1 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 1 0 0 0 0 0 0 0 0 0 0 1 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 1 0 0 0 0 0 0 0 0 0 0 0 1 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 0 2 0 0 0 0 0 0 0 0 0 0 2 21:15 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 2 1 0 0 0 0 0 0 0 0 0 0 3 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 3 1 0 0 0 0 0 0 0 0 0 0 4 23:15 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 9 7 0 1 0 0 0 0 0 0 0 0 17 TOTAL 1 6 0 3 0 0 0 0 0 0 0 0 10 AM PEAK HOUR 10:45 AM PM PEAK HOUR 2:00 PM
AM PEAK VOLUME 7 PM PEAK VOLUME 3
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 10 13 0 4 0 0 0 0 0 0 0 0 27
% OF TOTAL 37.0% 48.1% 0.0% 14.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% TOTAL: ALL 17 14 2 4 1 0 0 0 0 0 0 0 38
% OF TOTAL 44.7% 36.8% 5.3% 10.5% 2.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
Thursday, February 12, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba Linda
JOB #: SC5897 Pedestrian and Bike Counts_3 Palm Ave between Oriente Dr and Yorba Linda Blvd.TH
AM EAST SIDE PM EAST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 1 1 0 0 0 0 0 0 0 0 0 0 2 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 1 0 0 0 0 0 0 0 0 0 0 0 1 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 1 0 1 0 0 0 0 0 0 0 2 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 1 0 0 0 0 0 0 0 0 0 0 0 1 22:15 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 2 0 0 0 0 0 0 0 0 0 0 0 2 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 0 0 1 0 0 0 0 0 0 0 0 0 1 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 3 0 1 0 0 0 0 0 0 0 0 0 4 TOTAL 4 1 1 0 1 0 0 0 0 0 0 0 7 AM PEAK HOUR 10:15 AM PM PEAK HOUR 3:15 PM
AM PEAK VOLUME 3 PM PEAK VOLUME 3
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 7 1 2 0 1 0 0 0 0 0 0 0 11
% OF TOTAL 63.6% 9.1% 18.2% 0.0% 9.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Thursday, February 12, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_3 Palm Ave between Oriente Dr and Yorba Linda Blvd.SA
AM WEST SIDE PM WEST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 1 0 0 0 0 0 0 0 0 0 0 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 1 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 3 3 0 0 0 0 0 0 0 0 0 0 62:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 1 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 4 0 0 0 0 0 0 43:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 1 0 1 0 0 0 0 0 0 0 0 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 1 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 1 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 1 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 1 0 0 0 0 1 0 0 0 0 0 0 25:30 1 0 0 0 0 0 0 0 0 0 0 0 1 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 2 0 0 0 0 0 0 0 0 0 0 26:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 1 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 1 0 0 0 0 0 0 0 0 0 0 0 1 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 1 2 0 0 0 0 0 0 0 0 0 0 3 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 2 1 0 1 0 0 0 0 0 0 0 0 4 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 2 0 0 0 0 0 0 0 0 0 0 0 2 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 2 0 1 0 0 0 0 0 0 0 0 3 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 2 0 0 3 0 0 0 0 0 0 0 0 5 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 1 0 0 0 0 0 0 0 0 0 0 110:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 1 0 0 0 0 0 0 0 0 0 0 110:30 0 4 0 1 0 0 0 0 0 0 0 0 5 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 2 0 0 0 0 0 0 0 0 0 0 2 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 1 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 10 11 0 6 0 0 0 0 0 0 0 0 27 TOTAL 6 11 1 1 0 5 0 1 0 0 0 0 25 AM PEAK HOUR 9:00 AM PM PEAK HOUR 2:00 PMAM PEAK VOLUME 14 PM PEAK VOLUME 8
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 16 22 1 7 0 5 0 1 0 0 0 0 52% OF TOTAL 30.8% 42.3% 1.9% 13.5% 0.0% 9.6% 0.0% 1.9% 0.0% 0.0% 0.0% 0.0% 100.0%TOTAL: ALL 23 29 3 8 1 5 0 1 0 0 0 0 70% OF TOTAL 32.9% 41.4% 4.3% 11.4% 1.4% 7.1% 0.0% 1.4% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
Saturday, February 14, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_3 Palm Ave between Oriente Dr and Yorba Linda Blvd.SA
AM EAST SIDE PM EAST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 1 0 1 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 1 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 1 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 2 0 0 0 0 0 0 0 0 0 0 2 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 1 0 0 0 0 0 0 0 0 0 0 1 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 2 0 0 0 0 0 0 0 0 0 0 2 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 2 2 0 0 0 0 0 0 0 0 0 0 4 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 1 0 0 0 0 0 0 0 0 1 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 1 0 1 0 0 0 0 0 0 0 0 0 2 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 2 0 0 0 0 0 0 0 0 0 0 0 2 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 5 7 1 1 0 0 0 0 0 0 0 0 14 TOTAL 2 0 1 0 1 0 0 0 0 0 0 0 4 AM PEAK HOUR 8:30 AM PM PEAK HOUR 12:15 PM
AM PEAK VOLUME 6 PM PEAK VOLUME 2
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 7 7 2 1 1 0 0 0 0 0 0 0 18% OF TOTAL 38.9% 38.9% 11.1% 5.6% 5.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% OtherPeds Bikes E-Bikes E-Scooters Equestrian
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturday, February 14, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_3 Palm Ave between Oriente Dr and Yorba Linda Blvd.SU
AM WEST SIDE PM WEST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 2 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 1 3 0 0 0 0 0 0 0 0 0 0 40:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 1 0 0 0 0 0 0 0 0 0 0 0 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 5 0 0 0 0 0 0 0 0 0 0 0 51:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 1 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 4 0 0 0 0 0 0 0 0 0 0 42:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 1 0 0 2 0 0 0 0 0 0 0 0 32:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 1 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 1 3 0 1 0 0 0 0 0 0 0 0 53:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 1 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 4 0 0 0 0 0 0 0 0 0 0 0 43:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 1 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 4 0 0 0 0 0 0 0 0 0 0 0 44:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 4 0 0 0 0 0 0 0 0 0 0 44:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 2 2 0 0 0 0 0 0 0 0 0 0 45:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 2 0 0 0 0 0 0 0 0 0 0 0 25:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 2 0 0 0 0 0 0 0 0 0 0 0 25:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 1 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 1 0 0 0 0 0 0 0 0 0 0 1 18:30 0 1 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 1 0 0 0 0 0 0 0 0 0 0 1 19:30 10 0 0 0 0 0 0 0 0 0 0 0 107:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 2 0 0 0 0 0 0 0 0 0 0 2 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 1 1 0 0 0 0 0 0 0 0 0 0 2 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 2 1 0 0 0 0 0 0 0 0 0 0 3 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 2 0 0 0 0 0 0 0 0 0 0 0 2 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 4 2 0 0 0 0 0 0 0 0 0 0 6 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 2 1 0 0 0 0 0 0 0 0 0 0 3 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 2 0 0 0 0 0 0 0 0 0 0 0 2 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 1 0 0 0 0 0 0 0 0 0 0 110:30 0 1 0 1 0 0 0 0 0 0 0 0 2 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 1 2 0 0 0 0 0 0 0 0 0 0 3 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 1 0 0 0 0 0 0 0 0 0 0 0 1 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 1 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 16 12 0 1 0 0 0 0 0 0 0 0 29 TOTAL 34 24 0 3 0 0 0 0 0 0 0 0 61 AM PEAK HOUR 9:00 AM PM PEAK HOUR 4:15 PMAM PEAK VOLUME 14 PM PEAK VOLUME 12
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 50 36 0 4 0 0 0 0 0 0 0 0 90% OF TOTAL 55.6% 40.0% 0.0% 4.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%TOTAL: ALL 56 50 4 4 0 0 0 0 0 0 0 0 114% OF TOTAL 49.1% 43.9% 3.5% 3.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% Sunday, February 15, 2026
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other OtherPeds Bikes E-Bikes E-Scooters Equestrian
A021926
DATE: CITY# Yorba LindaJOB #: SC5897 Pedestrian and Bike Counts_3 Palm Ave between Oriente Dr and Yorba Linda Blvd.SU
AM EAST SIDE PM EAST SIDE
TIME NB SB NB SB NB SB NB SB NB SB NB SB TOTAL Time NB SB NB SB NB SB NB SB NB SB NB SB TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 0 0 0 0 0 0 0 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 2 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 4 0 0 0 0 0 0 0 0 0 43:00 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 1 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 1 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 0 0 0 0 0 0 0 0 0 0 08:00 1 0 0 0 0 0 0 0 0 0 0 0 1 20:00 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 0 10 0 0 0 0 0 0 0 0 0 0 108:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 0 0 0 0 0 0 0 0 0 09:15 0 1 0 0 0 0 0 0 0 0 0 0 1 21:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 1 0 0 0 0 0 0 0 0 0 0 0 1 21:30 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 011:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 011:15 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 011:45 3 0 0 0 0 0 0 0 0 0 0 0 3 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 5 1 0 0 0 0 0 0 0 0 0 0 6 TOTAL 1 13 4 0 0 0 0 0 0 0 0 0 18 AM PEAK HOUR 11:45 AM PM PEAK HOUR 8:15 PMAM PEAK VOLUME 3 PM PEAK VOLUME 10
NB SB NB SB NB SB NB SB NB SB NB SB
TOTAL: AM+PM 6 14 4 0 0 0 0 0 0 0 0 0 24% OF TOTAL 25.0% 58.3% 16.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%
PEDESTRIAN AND BIKE COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Sunday, February 15, 2026
Peds Bikes E-Bikes E-Scooters Equestrian Other Peds Bikes E-Bikes E-Scooters Equestrian Other OtherPeds Bikes E-Bikes E-Scooters Equestrian
Lead Agency:
City of Yorba Linda
4845 Casa Loma Avenue
Yorba Linda, CA 92886
Project Applicant:
Yorba Linda 3 INV LLC
3121 Michelson Drive, Suite 150
Irvine, CA 92612
CEQA Consultant:
3333 Michelson Drive, Suite 500
Irvine, CA 92612
September 2025
Revised February 2026
19081 Yorba Linda Boulevard
Residential Project
CEQA Consistency Analysis
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19081 Yorba Linda Boulevard Residential Project
City of Yorba Linda Environmental Consistency Analysis
i
Table of Contents
1. INTRODUCTION.............................................................................................................................1
1.1. PURPOSE........................................................................................................................................................1
1.2. CALIFORNIA ENVIRONMENTAL QUALITY ACT .....................................................................................1
1.3. PREVIOUS ENVIRONMENTAL DOCUMENTATION................................................................................2
1.4. EXISTING PLANS, PROGRAMS, OR POLICIES (PPPS) ..........................................................................3
2. ENVIRONMENTAL SETTING...........................................................................................................4
2.1. PROJECT LOCATION...................................................................................................................................4
2.2. EXISTING LAND USE....................................................................................................................................4
2.3. EXISTING GENERAL PLAN LAND USE AND ZONING DESIGNATIONS............................................4
2.4. SURROUNDING LAND USES .....................................................................................................................4
3. PROJECT DESCRIPTION ...............................................................................................................23
3.1. PROJECT OVERVIEW............................................................................................................................... 23
3.2. PROJECT FEATURES.................................................................................................................................. 23
3.3. PROJECT DESIGN FEATURES.................................................................................................................. 25
3.4. CONSTRUCTION....................................................................................................................................... 25
3.5. PRIOR ENVIRONMENTAL DOCUMENT(S) FOR ANALYZING STATE CEQA GUIDELINES § 15162 25 3.6. DISCRETIONARY ACTION CHECKLIST .................................................................................................. 25
4. ENVIRONMENTAL CHECKLIST FACTORS.....................................................................................35
4.1. ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED..................................................................... 35
4.2. ENVIRONMENTAL FACTORS THAT DO NOT REQUIRE FURTHER ANALYSIS................................ 35
4.3. DETERMINATION....................................................................................................................................... 41
5. ENVIRONMENTAL ANALYSIS ......................................................................................................43
5.1. AIR QUALITY .............................................................................................................................................. 43
5.2. BIOLOGICAL RESOURCES....................................................................................................................... 53
5.3. ENERGY....................................................................................................................................................... 60
5.4. GREENHOUSE GAS EMISSIONS............................................................................................................ 65
5.5. LAND USE AND PLANNING.................................................................................................................... 72
5.6. NOISE .......................................................................................................................................................... 74
5.7. PUBLIC SERVICES ...................................................................................................................................... 87
5.8. RECREATION.............................................................................................................................................. 91
5.9. TRANSPORTATION................................................................................................................................... 94
5.10. TRIBAL CULTURAL RESOURCES .............................................................................................................. 98
5.11. WILDFIRE...................................................................................................................................................101
6. CLASS 32 DETERMINATION.......................................................................................................105
6.1. CLASS 32 INFILL EXEMPTION...............................................................................................................105
6.2. EXEMPTION EXCEPTIONS .....................................................................................................................107
7. REFERENCES ..............................................................................................................................109 Figures
FIGURE 2-1: REGIONAL LOCATION........................................................................................................................................7 FIGURE 2-2: LOCAL VICINITY.................................................................................................................................................9 FIGURE 2-3: AERIAL VIEW................................................................................................................................................... 11
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FIGURE 2-4A: EXISTING SITE PHOTOS ................................................................................................................................ 13 FIGURE 2-4B: EXISTING SITE PHOTOS................................................................................................................................. 15 FIGURE 2-4C: EXISTING SITE PHOTOS ................................................................................................................................ 17 FIGURE 2-5: EXISTING LAND USE........................................................................................................................................ 19 FIGURE 2-6: EXISTING ZONING.......................................................................................................................................... 21 FIGURE 3-1: CONCEPTUAL SITE PLAN................................................................................................................................. 27 FIGURE 3-2: ELEVATIONS .................................................................................................................................................... 29 FIGURE 3-3: CONCEPTUAL LANDSCAPE PLAN..................................................................................................................... 31 FIGURE 3-4: WALL AND FENCE PLAN................................................................................................................................. 33 FIGURE 5-1: NOISE MEASUREMENT LOCATIONS ................................................................................................................ 77 Tables
TABLE 2-1: SURROUNDING GENERAL PLAN LAND USE AND ZONING DESIGNATIONS .........................................................5 TABLE 3-1: RESIDENTIAL UNIT SUMMARY ............................................................................................................................ 23 TABLE AQ-1: SCAQMD REGIONAL DAILY EMISSIONS THRESHOLDS ................................................................................ 46 TABLE AQ-2: REGIONAL CONSTRUCTION EMISSION ESTIMATES........................................................................................ 47 TABLE AQ-3: MITIGATED REGIONAL CONSTRUCTION EMISSION ESTIMATES ..................................................................... 47 TABLE AQ-4: REGIONAL OPERATIONAL EMISSION ESTIMATES........................................................................................... 47 TABLE AQ-5: LOCALIZED CONSTRUCTION EMISSIONS ....................................................................................................... 48 TABLE E-1: ESTIMATED CONSTRUCTION FUEL USAGE ......................................................................................................... 62 TABLE E-2: ANNUAL PROJECT OPERATIONAL ENERGY CONSUMPTION.............................................................................. 62 TABLE GHG-1: PROJECT CONSTRUCTION GHG EMISSIONS............................................................................................ 67 TABLE GHG-2: PROJECT TOTAL GHG EMISSIONS............................................................................................................ 67 TABLE GHG-3: PROJECT GHG EMISSIONS PER CAPITA ................................................................................................... 68 TABLE GHG-4: PROJECT CONSISTENCY WITH CARB 2022 SCOPING PLAN .................................................................. 69 TABLE N-1: AMBIENT NOISE LEVEL MEASUREMENTS ........................................................................................................... 75 TABLE N-2: POTENTIAL CONSTRUCTION NOISE LEVELS AT NEAREST RECEPTORS............................................................... 79 TABLE N-3: CONSTRUCTION NOISE LEVEL INCREASES AT NEAREST RECEPTORS ................................................................. 80 TABLE N-4: EXISTING TRAFFIC NOISE LEVELS...................................................................................................................... 81 TABLE N-5: EXISTING PLUS PROJECT TRAFFIC NOISE LEVEL................................................................................................ 82 TABLE N-6: OPERATIONAL EXTERIOR NOISE LEVEL AT NEAREST RECEPTORS ...................................................................... 82 TABLE N-7: OPERATIONAL NOISE LEVEL INCREASES AT NEARBY RECEPTORS ..................................................................... 83 TABLE N-8: CONSTRUCTION VIBRATION REFERENCE LEVELS............................................................................................... 83 TABLE N-9: POTENTIAL CONSTRUCTION VIBRATION IMPACT AT NEAREST RECEPTORS ...................................................... 84 TABLE PS-1: OCFA STATION LOCATIONS ......................................................................................................................... 88 TABLE PS-2: ESTIMATED NUMBER OF STUDENTS GENERATED BY THE PROJECT .................................................................. 89 TABLE 6-1: PROJECT CONSISTENCY WITH ZONING STANDARDS.....................................................................................105 Appendices
APPENDIX A GEOTECHNICAL INVESTIGATION
APPENDIX B PHASE I ENVIRONMENTAL SITE ASSESSMENT
APPENDIX C PHASE II ENVIRONMENTAL SITE ASSESSMENT
APPENDIX D PRELIMINARY HYDROLOGY REPORT
APPENDIX E PRELIMINARY WATER QUALITY MANAGEMENT PLAN
APPENDIX F AIR QUALITY, ENERGY, AND GREENHOUSE GAS IMPACT ANALYSIS
APPENDIX G BIOLOGICAL RESOURCES ASSESSMENT
APPENDIX H NOISE AND VIBRATION IMPACT ANALYSIS
APPENDIX I VEHICLE MILED TRAVELED (VMT) SCREENING ANALYSIS
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1 1. INTRODUCTION
1.1. PURPOSE
This CEQA Streamlining analysis evaluates whether the potential environmental impacts of the proposed 19081 Yorba Linda Boulevard Residential Project (“Project,” or “proposed Project”) are addressed in the Program Environmental Impact Report (PEIR) prepared for the certified City of Yorba Linda 2021-2029 Housing Element Implementation Programs (HEIP) Project (State Clearinghouse [SCH] #2022040574) pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15162, Subsequent EIRs and Negative Declarations, and CEQA Guidelines Section 15332, In-Fill Development Projects. The Lead Agency (City of Yorba Linda) will utilize this document as evidence that the proposed Project is within the scope of the project covered by the HEIP PEIR and subject to streamlined CEQA review pursuant to CEQA Guidelines Sections 15168,15162, and 15332 as detailed below.
1.2. CALIFORNIA ENVIRONMENTAL QUALITY ACT
CEQA Guidelines Section 15168 and 15162
CEQA Guidelines Section 15168 provides that programmatic EIRs may be used to review later activities that are within the scope of the project covered by the program EIR. Whether a later activity is within the scope of a program EIR is a factual question that the lead agency determines based on substantial evidence in the record, including consistency with allowable land uses, overall planned density/intensity, geographic area, and covered infrastructure.
The Project is within the scope of the HEIP PEIR because the site is included as part of Housing Opportunity Site S4-204B and identified in the Housing Element Implementation Programs, which assumed a total new development capacity of 2,410 units. Of the units analyzed in the HEIP PEIR, up to 53 units are within the Project site. CEQA Guidelines Section 15168 directs cities to use a written checklist or similar device to document the evaluation of a project to determine whether the environmental effects of the project were within the scope of the program EIR.
As set forth in Public Resources Code Section 21166 and State CEQA Guidelines Section 15162:
• When an EIR has been certified or a negative declaration adopted for a project, no subsequent EIR shall be prepared for that project unless the lead agency determines, on the basis of substantial evidence in the light of the whole record, one or more of the following:
1. Substantial changes are proposed in the project which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects;
2. Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or
3. New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete or the negative declaration was adopted, shows any of the following:
a) The project will have one or more significant effects not discussed in the previous EIR or negative declaration;
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2 b) Significant effects previously examined will be substantially more severe than shown in the previous EIR;
c) Mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or d) Mitigation measures or alternatives which are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project proponents decline to adopt the mitigation measure or alternative. • If changes to a project or its circumstances occur or new information becomes available after adoption of a negative declaration, the lead agency shall prepare a subsequent EIR if required under subdivision (a). Otherwise the lead agency shall determine whether to prepare a subsequent negative declaration, an addendum, or no further documentation.
• Once a project has been approved, the lead agency's role in project approval is completed, unless further discretionary approval on that project is required. Information appearing after an approval does not require reopening of that approval. If after the project is approved, any of the conditions described in subdivision (a) occurs, a subsequent EIR or negative declaration shall only be prepared by the public agency which grants the next discretionary approval for the project, if any. In this situation no other responsible agency shall grant an approval for the project until the subsequent EIR has been certified or subsequent negative declaration adopted.
• A subsequent EIR or subsequent negative declaration shall be given the same notice and public review as required under Section 15087 or Section 15072. A subsequent EIR or negative declaration shall state where the previous document is available and can be reviewed. (Cal. Code Regs. tit. 14 § 15162)
CEQA Guidelines Section 15332
Article 19 of the California Environmental Quality Act (CEQA) Guidelines includes, as required by Public Resources Code Section 21084, a list of classes of projects which have been determined not to have a significant effect on the environment. This document demonstrates that the proposed Project qualifies for a CEQA Exemption as an Infill Development Project (Class 32 Exemption), consistent with the provisions of CEQA Guidelines Sections 15332 and 15300.2 and provides information for City decision-makers to find that the proposed project is exempt under CEQA.
Pursuant to CEQA Guidelines Section 15332, the Project qualifies for a Class 32 Exemption because it is: (1) consistent with the General Plan designation and policies and zoning regulations; (2) is located within the City limits, surrounded by urban uses and is less than 5 acres in size; (3) has no value for endangered, rare or threatened species; (4) would not result in any significant effects related to traffic, noise, air quality or water quality; and (5) can be adequately served by all required utilities and public services. Additionally, this document demonstrates that the Project and its circumstances would not result in any exceptions identified in CEQA Guidelines Section 15300.2.
1.3. PREVIOUS ENVIRONMENTAL DOCUMENTATION
On June 20, 2024, the City of Yorba Linda (City) certified the City of Yorba Linda 2021-2029 Housing Element Implementation Programs Project and related Program Environmental Impact Report (HEIP PEIR). The HEIP PEIR evaluated the potential environmental effects of the implementing actions associated with the City’s adopted and certified 2021-2029 Housing Element for the 6th cycle planning period. The HEIP PEIR analyzed a total development capacity of 2,410 units on 27 housing opportunity sites, including the Project site.
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3 The 2021–2029 Housing Element identified 27 housing opportunity sites in the City that have sufficient capacity to meet the City’s RHNA for the 6th cycle. The proposed Project site is identified as Housing Opportunity Site S4-204B, which encompasses 3.9 acres across two parcels (APNs 323-081-35 and 323- 081-36). As part of the HEIP, the site’s zoning designation was changed from Residential Estate (RE) (up to
1.8 units per acre) to Residential Multiple-Family (RM-20) (up to 20 units per acre). Therefore, based on the site’s RM-20 zoning designation, the HEIP PEIR assumed up to 78 units could occur on Housing Opportunity site S4-204B. The proposed Project only includes APN 323-081-35 which encompasses 2.64 acres.
Therefore, up to 53 units were assumed to occur on the Project site.
The HEIP PEIR identified no impacts or less than significant impacts related to the following topic areas:
aesthetics, agriculture and forestry resources, cultural resources, energy, geology and soils, hazards and hazardous materials, hydrology and water quality, land use and planning, mineral resources, population and housing, public services, transportation, and utilities and service systems. The HEIP PEIR identified mitigation measures that would reduce impacts to less than significant for the following topic areas: air quality, biological resources, noise, tribal cultural resources, and wildfire. The HEIP PEIR identified significant and unavoidable impacts related to air quality, GHG emissions, and noise (construction noise).
1.4. EXISTING PLANS, PROGRAMS, OR POLICIES (PPPS)
Throughout the analysis of this document, reference is made to requirements that are applied to all development on the basis of federal, State, or local law. Existing Plans, Programs, or Policies are collectively identified in this document as PPPs. Where applicable, PPPs are listed to show their effect in reducing potential environmental impacts. Additionally, applicable Mitigation Measures and Standard Conditions from the HEIP PEIR are included herein and will be incorporated into the Project. As shown throughout the analysis, the Project does not result in any new or more severe impacts beyond what was identified in the HEIP PEIR and no additional mitigation measures are required.
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4 2. ENVIRONMENTAL SETTING
2.1. PROJECT LOCATION
The Project site is located at 19081 Yorba Linda Boulevard in the central portion of the City of Yorba Linda within Orange County. Specifically, the site is located in Section 23, Township 3 South, Range 9 West in the Yorba Linda (7.5-minute) Quadrangle. The approximate 2.64-acre Project site consists of one parcel identified as Assessor’s Parcel Number (APN) 323-081-35. The Project site is bound by single family residential homes to the north, Jessamyn West Park to the east, a single-family residential home to the southeast, Yorba Linda Boulevard to the south, and a synagogue with a learning center to the west. Regional access to the site is provided via State Route 90 (known locally as Imperial Highway), State Route 91 (known locally as Riverside Freeway), and State Route 57 (known locally as Orange Freeway). Local access to the site is provided via Yorba Linda Boulevard. The Project site and the surrounding area are shown in Figure 2-1, Regional Location, and Figure 2-2, Local Vicinity.
2.2. EXISTING LAND USE
The Project site is currently developed with a single-family residence consisting of three buildings, various ancillary structures such as garages, storage sheds and share structures, as well as a small orchard with additional ornamental landscaping including trees and shrubs. The site also contains an existing asphalt and concrete driveway off Yorba Linda Boulevard that extends along the eastern side of the site. The site is relatively level and sits at an elevation of approximately 451 feet above mean sea level (amsl). Existing conditions of the Project site and adjacent uses are shown in Figure 2-3, Aerial View, and Figures 2-4a-c, Existing Site Photos.
2.3. EXISTING GENERAL PLAN LAND USE AND ZONING DESIGNATIONS The Project sites has a General Plan land use designation of Residential High (R-H) and a zoning designation of Residential Multiple-Family 20 (RM-20). The R-H General Plan land use designation is intended for residential development with a density of 4-30 dwelling units per acre (du/ac). The RM-20 zoning district is intended to promote the development of multi-family rental as well as ownership dwelling units up to 20 units per acre. Refer to Figure 2-5, Existing Land Use and Figure 2-6, Existing Zoning.
2.4. SURROUNDING LAND USES
The surrounding land uses are shown on Figure 2-3, Aerial View, and described below. Table 2-1 lists the General Plan land use designations and zoning designations of the surrounding land uses. • North: Single family residential homes and a vacant residential lot. • West: North County Chabad Center including Aleph Preschool and Discovery of Learning (a homeschool learning center).
• South: Yorba Linda Boulevard followed by single family residential homes. • East: A single-family residential home and Jessamyn West Park.
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5 Table 2-1: Surrounding General Plan Land Use and Zoning Designations Direction General Plan Land Use Zoning
North Residential Medium-Low (RML) Residential Estate (RE), West Residential Medium-Low (RML) Residential Estate (RE), South Residential Medium-Low (RML) Residential Estate (RE), East
Residential Medium-Low (RML), Open Space (OSGeneral)
Residential Multiple-Family 20
(R-M-20), Public and SemiPublic (PS)
Source: General Plan Land Use Map (City of Yorba Linda, 2016a) and Zoning Map (City of Yorba Linda, 2019)
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7 Figure 2-1: Regional Location
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9 Figure 2-2: Local Vicinity
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11 Figure 2-3: Aerial View
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13 Figure 2-4a: Existing Site Photos
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15 Figure 2-4b: Existing Site Photos
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17 Figure 2-4c: Existing Site Photos
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19 Figure 2-5: Existing Land Use
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21 Figure 2-6: Existing Zoning
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23 3. PROJECT DESCRIPTION
3.1. PROJECT OVERVIEW
The Project Applicant proposes to demolish the three existing residential buildings and ancillary structures and redevelop the 2.64-acre site with 62 attached, townhome residential units. Additionally, the proposed Project includes landscaping, parking, private roadways, open and private space amenities, and utility and stormwater improvements. Figure 3-1, Conceptual Site Plan, illustrates the Project as proposed. The Project requires approval of a Vesting Tentative Tract Map (VTTM), Density Bonus, and Design Review (DR) from the City of Yorba Linda.
3.2. PROJECT FEATURES
Development Summary
The proposed Project would construct 62 attached, townhome residential units on the 2.64-acre site, which would result in a density of 23 du/ac. The Project proposes to set aside three of the 62 proposed units, or five percent of the total units, for very-low income households. As set forth in Yorba Linda Municipal Code (YLMC) Section 18.19.040, restricting 5 percent of the proposed units for very-low income households would afford the Project a 20 percent density bonus.
The units would be spread throughout 12 buildings and provide three separate floor plans. The floor plans would provide options for three to four bedrooms, three to four bathrooms, and would range from 1,363 to 1,639 square feet (SF). Table 3-1 provides a summary of the proposed units.
Table 3-1: Residential Unit Summary
Unit Plan Unit Square Footage Bedrooms Bathrooms No. of Units Plan 1 1,363 3 3 29
Plan 1 Alternative 1,363 3 3 4
Plan 2 1,639 4 4 29
The proposed buildings would be three stories with a maximum height of 35 feet, measured from finish grade to top of roof. The residences would have a variety of architectural elements including articulated massing and finish material palates and have design characteristics consistent with Spanish styles. Building materials include stucco, ‘S’ roof tiles, decorative metal window grille, stone veneer, decorative window shutters, metal and wood railing, fiberglass entry door, stucco or foam trim, sill, and header, wood barge board, sectional metal garage door, and gable end faux vent recess. Conceptual elevations of the proposed residential structures are provided in Figure 3-2, Elevations.
Circulation and Parking
Access to the Project site would be provided via one 24-foot-wide driveway proposed on Yorba Linda Boulevard. Internal circulation would be provided via 24-foot-wide drive aisles that double as a fire access lanes.
Pursuant to State Density Bonus Law (DBL), the Applicant is requesting a parking waiver to reduce parking requirements. Per DBL, maximum parking requirements for three- and four-bedroom units is 1.5 spaces per unit and 2.5 spaces per unit, respectively. Thus, the Project must provide a minimum of 123 parking spaces.
The Project would include a total of 137 parking spaces (approximately 2.2 spaces per dwelling unit). All
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24 units would include a two-car garage for a total of 124 garage spaces. All garages would be pre-wired for electric vehicle (EV) chargers. Additionally, the Project would provide a total of 13 guest spaces, including 10 uncovered head-in spaces, one of which would be an ADA space, and three uncovered parallel spaces along the main internal drive aisle.
Landscaping and Fencing
The Project proposed 9,900 SF (approximately 160 SF per unit) of common open space including an open lawn with a shade structure, BBQ, and tables for resident use. Additionally, the Project would provide 12,378 SF of private open space through ground floor patios, equating to approximately 200 SF per unit, and 3,998 SF of private upper floor decks, equating to approximately 75 SF per unit.
The Project would install new landscaping, the majority of which would be designated as low water use (approximately 67 percent of landscaping SF), the remaining landscaping would be medium water use (approximately 29 percent of landscaping SF) and only the common space open lawn would be high water use (approximately three percent of landscaping SF). Landscaping would include specimen and accent canopy trees; and a variety of shrubs, vines, and ground cover. Trees would be installed along the northern, eastern, and western perimeters of the site as well as along pedestrian sidewalks throughout the site. In addition, accent vines would also be installed along the northern, eastern, and southeastern perimeter masonry wall. Figure 3-3, Conceptual Landscape Plan, illustrates the site’s landscaping as proposed.
The Project would include a tan 6-foot-tall split-face masonry wall with a precision accent band around the perimeter of the site, excluding the southwestern boundary where the driveway would be located.
Additionally, each townhome unit would have a private patio enclosed with a 3-foot-tall steel fence with a steel gate with a minimum width of 48 inches. Proposed fencing and walls are shown in Figure 3-4, Wall and Fence Plan.
Infrastructure Improvements
Gas and Electric
No natural gas use is proposed for the Project. The Project would be serviced by Southern California Edison (SCE) for electricity. There is an existing overhead electrical line that extends halfway over the eastern portion of the Project site and connects to an existing power pole located within the central area of the eastern half of the site. Both the existing overhead line and power pole would be removed. The Project would install underground electric lines that would connect to existing SCE infrastructure in adjacent roadways.
Water and Sewer
The Project would be serviced by Yorba Linda Water District for water and sewer services. The Project would install new 8-inch private water lines on-site which would connect to the existing 8-inch domestic water main in Yorba Linda Boulevard. Additionally, the Project would install new 8-inch private sewer lines on-site which would connect to the existing 8-inch sanitary sewer within the Yorba Linda Boulevard median.
Drainage
The Project’s proposed drainage system would be divided into two drainage areas, one to convey on-site flows and the other to convey existing off-site flows. On-site stormwater would be collected and conveyed by a series of area drains and street surface flow towards curb opening biofiltration system and grated inlets. Runoff that enters the grated inlets would be routed to a proposed biofiltration system located beneath the main drive aisle for water quality treatment. The biofiltration system would be equipped with an internal bypass so that when the water quality treatment flow rate is exceeded, runoff would bypass treatment and
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25 be routed into a proposed underground storm drain system and detention pipe. The detention pipe would feed runoff into a proposed storm water sump pump that would discharge at pre-development flow rates into a parkway drain and into the public right-of-way of Yorba Linda Boulevard. When the detention pipe is at capacity or if the storm drain system becomes inoperable, runoff would overflow within the catch basin at the Project entrance and would enter the right-of-way of Yorba Linda Boulevard over the proposed driveway apron.
Off-site runoff would be conveyed through wall knockouts into a proposed U-channel along the western property line. Off-site flows would be kept separate from on-site flows generated from the proposed Project. Runoff would continue in the U-channel until it reaches the southern property line where it would be discharged into the public right-of-way of Yorba Linda Boulevard via a parkway drain.
Street Improvements
The proposed Project would remove and replace the existing sidewalk along the Project frontage on Yorba Linda Boulevard with a new 6-inch curb, 2-foot gutter, and 4.5-foot sidewalk.
3.3. PROJECT DESIGN FEATURES
The following Project Design Features (PDFs) are incorporated into the proposed Project’s design. For tracking purposes, the PDFs will be included in the Project’s environmental monitoring and reporting program as part of the construction requirements package, as listed below.
PDF BIO-1: In order to comply with the Migratory Bird Treaty Act (MBTA), the Project Applicant/Contractor would conduct pre-construction nesting bird surveys three days prior to vegetation removal during the nesting bird season (generally February 1 through September 15).
3.4. CONSTRUCTION
Construction activities for the Project would occur over approximately 12 months, beginning September 2026 and ending September 2027. Construction would occur in the following stages: (1) demolition; (2) site preparation and grading; (3) building construction; (4) paving; and (5) architectural coating. Construction activities would be limited to the hours between 7:00 a.m. to 8:00 p.m. Monday through Saturday, and prohibited on Sundays and Federal holidays pursuant to the City’s Municipal Code Section 8.32.080.
The grading activities for development of the proposed Project include an approximate cut of 12,880 cubic yards (CY) of soil and a fill of 2,702 CY of soil totaling a net export of 10,178 CY of soil.
3.5. PRIOR ENVIRONMENTAL DOCUMENT(S) FOR ANALYZING STATE CEQA GUIDELINES § 15162
Program Environmental Impact Report for The City of Yorba Linda General Plan Housing Implementation Program, certified 2022. State Clearinghouse Number 2022040574.
3.6. DISCRETIONARY ACTION CHECKLIST
The following discretionary approvals from the City, as Lead Agency, are anticipated to be necessary for implementation of the proposed Project:
• Approval of Vesting Tentative Tract Map 19389
• Approval of Density Bonus
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26 • Approval of Conditional Use Permit No. 2025-10
• Approval of Design Review No. 2025-02
• Approvals and permits necessary to execute the proposed Project, including but not limited to, grading permit, building permits, etc.
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27 Figure 3-1: Conceptual Site Plan
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29 Figure 3-2: Elevations
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31 Figure 3-3: Conceptual Landscape Plan
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33 Figure 3-4: Wall and Fence Plan
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35 4. ENVIRONMENTAL CHECKLIST FACTORS
4.1. ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED
The subject areas checked below were determined to be new significant environmental effects or to be previously identified effects that have a substantial increase in severity either due to a change in project, change in circumstances or new information of substantial importance, as indicated by the checklist and discussion on the following pages.
Environmental Factors Potentially Affected
Aesthetics Agriculture/Forestry Resources Air Quality
Biological Resources Cultural Resources Energy
Geology/Soils Greenhouse Gas Emissions Hazards/Hazardous Materials Hydrology/Water Quality Land Use/Planning Mineral Resources Noise Population/Housing Public Services
Recreation Transportation Tribal Cultural Resources
Utilities/Service Systems Wildfire None
4.2. ENVIRONMENTAL FACTORS THAT DO NOT REQUIRE FURTHER ANALYSIS The subject areas listed below were determined to have no potentially significant impact following mandatory compliance with regulatory requirements in the certified HEIP PEIR. Mitigation measures were not listed for these impact categories in the certified HEIP PEIR. No substantial changes are proposed in the project and there are no substantial changes in the circumstances under which the project will be undertaken that will require major revisions to the previously certified HEIP PEIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects. Also, there is no "new information of substantial importance" as that term is used in CEQA Guidelines Section 15162(a)(3). Therefore, the previously certified HEIP PEIR adequately discusses the potential impacts of the project without modification. Therefore, the following subject areas require no further CEQA analysis:
Aesthetics
The HEIP PEIR determined future development would be subject to Design Review, the goals and policies in the City’s General Plan and would be required to comply with the provisions of the YLMC. The Project would comply with applicable rules, regulations, goals and policies which would ensure potential impacts to scenic vistas are less than significant. Additionally, compliance with the site development standards listed in the Zoning Code would ensure that the Project would not conflict with existing zoning and regulations governing scenic quality.
There are no State, County, or locally designated scenic highways in the City; therefore, consistent with the HEIP PEIR, the Project would not result in an impact related to damaging scenic resources within a State scenic highway. Additionally, development of the Project would comply with the existing lighting and glare requirements contained in YLMC Chapter 18.10.110; therefore, impacts related to light and glare would
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36 be less than significant. Overall, no new or more severe impacts related to aesthetics would occur as a result of the proposed Project when compared to the HEIP PEIR.
Agriculture and Forestry Resources
The HEIP PEIR determined none of the housing opportunity sites contain any lands designated as Prime Farmland, Unique Farmland, or Farmland of Statewide Importance. Thus, the Project would not convert mapped farmland to nonagricultural use and no impact would occur. Additionally, there are no Williamson Act contracts in the City. The City also does not have any land zoned for forest land, timberland, or timberland zoned Timberland Production. Therefore, the Project would not conflict with existing zoning or cause the rezoning of forest land, timberland, or timberland zoned Timberland Production and no impact would occur. Overall, no new or more severe impacts related to agriculture and forestry resources would occur as a result of the proposed Project when compared to the HEIP PEIR.
Cultural Resources
The HEIP PEIR determined that there are no properties listed or eligible for listing in National Register of Historic Places (NRHP) included within the housing opportunity sites. Further, none of the housing opportunity sites appear eligible for the City’s Local Historical Register. The proposed Project site is currently developed with a single-family residence that was constructed in 1952. However, the Historic Survey prepared as part of the HEIP PEIR determined the buildings on the site are not eligible for listing in the NRHP or the Local Historical Register (City of Yorba Linda, 2016b, Table 5.5-1). Therefore, impacts related to historic resources would be less than significant.
The HEIP PEIR determined that archaeological resources could be present in soils that have been previously disturbed. However, compliance with policies from the City’s General Plan such as Policies HR-2.5 and OR6.1 through OR-6.5 which require avoidance, protection and implementation of effective mitigation measures where development may affect historical, archaeological or paleontological resources would ensure impacts are less than significant. Additionally, future projects, including the proposed Project, are required to comply with City Standard Condition Planning No. 06, which requires that unknown resources be adequately addressed and would include measures to preserve cultural resources upon discovery (City of Yorba Linda, 2022). Therefore, compliance with General Plan policies and City Standard Condition Planning No. 06 would ensure potential impacts to such resources would be less than significant.
Mandatory compliance with Public Resources Code Section 5097.98 would ensure any potential impacts related to the discovery of human remains would be less than significant. Overall, no new or more severe impacts related to cultural resources would occur as a result of the proposed Project when compared to the HEIP PEIR.
Geology and Soils
The HEIP PEIR concluded that compliance with State laws and local ordinances as well as the policies of the General Plan would ensure that adverse effects caused by seismic and geologic hazards (such as strong seismic ground shaking, liquefaction, and landslides) are identified and mitigated, as needed, to protect public health and safety from substantial risks through appropriate engineering practices.
One Alquist-Priolo earthquake fault zone, Whitter-Elsinore Fault Zone, passes through the City. However, the proposed Project site is located approximately 0.42 miles southwest of the Fault Zone and is not within the Fault Zone (California Department of Conservation, 2024). Consistent with the analysis in the HEIP PEIR, the proposed Project would be required to comply with all applicable Building and Safety division requirements and the City’s Building Code (YLMC Title 15) which requires future development to submit an engineering geology report and soils engineering report to identify and mitigate potential geology conditions and hazards. A Project-specific Geotechnical Investigation was prepared and is included as Appendix A. The