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Home My WebLink AboutStaff Report 2509-5204 City Council Staff Report From: City Manager Report Type: CONSENT CALENDAR Lead Department: Transportation Meeting Date: November 10, 2025 Report #:2509-5204 TITLE FIRST READ: Adopt an Ordinance Amending PAMC Chapter 10.56 (Special Speed Zones) to Update Speed Limit Studies for Nine Streets and Approve the 2025 Traffic Survey; CEQA status – categorically exempt. RECOMMENDATION Staff recommends that the City Council: 1. Approve the 2025 Engineering and Traffic Survey (Attachment A), and 2. Adopt an ordinance re-establishing posted speed limits for nine streets pursuant to the California Vehicle Code (Attachment B). EXECUTIVE SUMMARY This report presents the results and recommendations of the engineering and traffic survey that was conducted as Phase 2 in 2025 for nine street segments (Attachment A). This updated survey was intended to serve as the basis for the establishment and enforcement of speed limits for certain street segments within the City of Palo Alto. These enforceable speed limits incorporate the provisions of recent legislative changes from Assembly Bill (AB) 43 and AB 1938. Based on the results of the Engineering and Traffic Survey (E&TS), existing posted speed limits on nine street segments would either continue to be, or would be newly justified by the survey, and these street segments would therefore be eligible for enforcement by use of radar. BACKGROUND Speed limits in California are governed by the California Vehicle Code (CVC), including § 627, 22348 through 22413 and 40802. In conformance with these state laws, vehicle speed laws can only be enforced using radar when speed limits are determined by an engineering and traffic survey that verifies the 85th percentile speeds (the speed below which 85% of drivers operate in free flow conditions). On September 8, 2025 City Council considered the E&TSs for 23 Palo Alto streets (Phase 1) that had expired. Based on these surveys, Council adopted an amendment to PAMC Chapter 10.56 at a second hearing on September 29, 2025. As a result, the Police Department is now able to enforce the speed limits using radar on those approved 23 segments. ANALYSIS The counts were used to determine the collision rates for each segment, which in turn was used as a factor in determining the appropriate speed limit for each segment. Other information that factored into the determination of recommended speed included designation as a safety corridor as well as location within a business district or residence district as defined in the CVC. Table 1: 2025 City of Palo Alto Engineering & Traffic Survey Segments No.Street Survey Limits Roadway Type 85th Percentile Speed (mph) Existing Speed Limit (mph) Recommen ded Speed Limit (mph) Next Steps Pending Council adoption of the attached ordinance, City staff will provide messaging to community members on enforcement; and add the above corridors to traffic enforcement patrols. The consultant fee for completing the engineering and traffic survey data collection, analysis and recommendation was $24,260 and was funded in FY 2024 and FY 2025 Adopted Budgets in the Transportation and Parking Improvements Capital Project (PL-12000). No additional funds are needed to adopt the ordinance. The process for establishing speed limits is defined under the CVC and CA-MUTCD. Additionally, recent community engagement activities indicate strong support for this action. Extensive stakeholder engagement was conducted as part of the Safety Action Plan, which identified a proactive Speed Management Program as a key step to creating a culture and climate of systemic safety. This action is one element of such an approach. City staff will conduct additional community outreach to inform members of public that enforcement will be undertaken along these corridors. Approval of this ordinance would not result in any new impacts to the existing environment. This project is considered as a minor alteration to the existing street system, and therefore categorically exempt (Class 1 Exemption, Section 15301) from the provisions of the California Environmental Quality Act (CEQA). Attachment A: 2025 Engineering and Traffic Survey Attachment B: Ordinance Amending PAMC Chapter 10.56 to Establish Speed Limits Attachment C: Study Segments Phase 1&2 : Ria Hutabarat Lo, Chief Transportation Official FINAL REPORT SEPTEMBER 2025 Engineering and Traffic Survey City of Palo Alto, CA Final Report September 25, 2025 City of Palo Alto, California Engineering and Traffic Survey ii TABLE OF CONTENTS 1.0 Introduction .............................................................................................................................................. 1 1.1 Relevant California Vehicle Code Sections ................................................................................................................. 6 2.0 Data Collection and Analysis ................................................................................................................ 10 2.1 Radar Speed Surveys and Analysis ..............................................................................................................................10 2.2 Average Daily Traffic (ADT) Volumes ..........................................................................................................................12 2.3 Traffic Collision Data ..........................................................................................................................................................15 3.0 Speed Limit Recommendations ............................................................................................................ 19 TABLES Table 1: Survey Segments ................................................................................................................................................................. 3 Table 2: Safety Corridor Definition Requirements ................................................................................................................... 8 Table 3: Land Uses and Facilities that Generate High Concentrations of Bicyclists and/or Pedestrians ........... 9 Table 4: Procedure of Rounding and Speed Limit Reductions on Local Agency Roadways .................................. 9 Table 5: Speed Survey Summary ................................................................................................................................................. 12 Table 6: Average Daily Traffic Volumes .................................................................................................................................... 13 Table 7: Collision History Summary ........................................................................................................................................... 16 Table 8: Collision Rates Summary ............................................................................................................................................... 17 Table 9: Recommended Speed Limits Summary .................................................................................................................. 21 iii FIGURES Figure 1: Types of Speed Limits ...................................................................................................................................................... 1 Figure 2: Survey Locations ................................................................................................................................................................ 4 Figure 3: Existing Speed Limits ........................................................................................................................................................ 5 Figure 4: Average Daily Traffic Volumes................................................................................................................................... 14 Figure 5: Collision Analysis ............................................................................................................................................................ 18 Figure 6: Illustration of Examples of Applicability of Rounding and Speed Limit Reductions on Local Agency Roadways ................................................................................................................................................................................... 20 Figure 7: Recommended Speed Limits ..................................................................................................................................... 22 APPENDICES Appendix A: Recommended Speed Limit Certifications and Supporting Data (Speed Survey Collection Forms and Average Daily Traffic Volumes) Appendix B: Collision Data 1 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O 1.0 INTRODUCTION The purpose of this survey is to evaluate the speed limits for nine segments within the City of Palo Alto and recommend speed limit changes, if any, in accordance with the Assembly Bill 43 and State of California regulations and guidelines. The California Vehicle Code (CVC) Section 627 authorizes the California Department of Transportation (Caltrans) and local authorities to conduct engineering and traffic surveys. These surveys are used to determine safe and appropriate speed limits on roads, considering factors such as traffic speed, roadway conditions, collision history, and traffic volume. The surveys must follow established methods to ensure that the speed limits are set based on actual driving behavior and safety considerations. CVC Section 40802 requires that Engineering and Traffic Survey (E&TS) for speed limits should be conducted at least once every seven or 14 years based on established criteria. State and local agencies re-evaluate non-statutory speed limits on their street segments that have undergone a significant change in roadway characteristics or surrounding land uses since the speed limits were last reviewed. The California State Legislature sets in place the regulations for California speed limits and the California Vehicle Code (CVC) places these regulations into language used primarily for enforcement purposes. Various jurisdictions have responsibility for roadways throughout California, including the responsibility to set speed limits on these roadways according to the standards and procedures established by Caltrans. The guidelines from the California Manual for Setting Speed Limits published by Caltrans (Rev. March, 2025) are used in this study. These guidelines help in establishing speed limits that are uniform throughout the state and avoid influence from political pressure or emotional perceptions. Speed limits are established primarily for protecting the public and property from reckless and unsafe driving behavior. Speed limits are generally established at or near the 85th percentile speed. The 85th percentile speed, also referred to as the critical speed, is defined as the speed at or below which 85 percent of vehicles are moving in free flow conditions. Speed limits established on this basis conform to the consensus of those who drive on the roadways as to what speed is reasonable and safe under normal driving conditions. Figure 1 illustrates the various speed limit signs for different zones and roadways. Figure 1: Types of Speed Limits Source: FHWA 2 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O Many factors influence drivers and their perception of the safe speed at which to operate a vehicle. These factors should be considered collectively because it is not practical to consider each individually. The design and physical characteristics of the roadway place limitations on the safe operating speed of vehicles. These characteristics include, but are not limited to: • Roadway geometrics, shoulder condition, grade, curvature, alignment, and sight distance • Roadside developments, zoning, and environment • Parking practices • Bicycle and pedestrian activity • Driveway density • Signalized or stop-controlled intersections; and • Rural, residential or developed areas. This report presents the results of the E&TS conducted in April 2025 and March 2025 for nine street segments throughout the City of Palo Alto, and incorporates input from radar speed surveys, average daily traffic counts, segment collision analyses, and analyses of roadway characteristics. The nine survey segments included in the study are listed in Table 1; illustrated in Figure 2; and categorized below by roadway types according to the Palo Alto City’s General Plan: • 7 segments are designated as ‘Major Arterials’ • 2 segments are designated as ‘Collectors’ The existing speed limits for the survey segments are illustrated in Figure 3 and summarized in Table 1. 3 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O Table 1: Survey Segments No. Street Survey Limits Roadway Classification Roadway Type No. of Lanes Width (feet) Length (miles) Existing Speed Limit (mph) 1 Alma Street University Avenue to Lincoln Avenue Major Arterial Undivided 4 56 0.51 25 2 Birch Street California Avenue to Oregon Expressway Collector Divided 2 50 0.22 25 3 Coyote Hill Road Page Mill Road to Hillview Avenue Collector Undivided 4 60 0.68 35 4 Embarcadero Road Embarcadero Road to Highway 101 Major Arterial Undivided 4 55 0.83 25 5 Embarcadero Road Highway 101 to Middlefield Road Major Arterial Undivided 4 55 1.21 25 6 Embarcadero Road Middlefield Road to Alma Street Major Arterial Undivided 4 46 0.75 25 7 Road E Charleston Road Major Arterial Undivided 4 60 1.68 25 8 Road South City Limits Major Arterial Undivided 4 70 0.53 25 9 Avenue Middlefield Road Major Arterial Undivided 2 46 1.04 25 6 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O 1.1 Relevant California Vehicle Code Sections Applicable California Vehicle Code (CVC) Code sections for conducting an E&TS are summarized below: CVC SECTION 235 – BUSINESS DISTRICT: A “business district” is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distances specified in this section if the above ratio of buildings in use for business to the length of the highway exists. CVC SECTION 515 – RESIDENCE DISTRICT: A “residence district” is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sides of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures. A residence district may be longer than one-quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists. Embarcadero Road between Highway 101 and Middlefield Road has more than 16 houses collectively on both the sides of the segment within quarter mile, which qualifies it as a residence district. CVC SECTION 627 – ENGINEERING AND TRAFFIC SURVEY: A survey of highway and traffic conditions in accordance with methods determined by Caltrans for use by state and local authorities, which shall include consideration of prevailing speeds as determined by traffic engineering measurements, collision records, and highway, traffic, and roadside conditions not readily apparent to the driver. Local authorities may also consider residential district density (as defined in Section 515) and pedestrian and bicyclist safety. CVC SECTION 22349 – MAXIMUM SPEED LIMITS: Provides that no person shall drive a vehicle upon a highway at a speed greater than 65 mph. An exception to this, as stated in CVC Section 22356, is that Caltrans may increase speed and these increases can only be made after consultation with the California Highway Patrol (CHP) based on an engineering and traffic survey. Even if the maximum speed is raised, certain vehicles are still not permitted to be driven over 55 mph. These are listed below: • Motor trucks have three or more axles or any truck towing another vehicle • Passenger vehicles towing other vehicles • School buses transporting school pupils • Farm labor vehicles transporting passengers • Vehicles transporting explosives CVC SECTION 22350 – BASIC SPEED LAW: Provides that no person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property. In other words, a driver violates the basic speed law if he or she is driving at unsafe speeds, even if that speed is lower than the posted regulatory speed limit sign. 7 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O CVC SECTION 22351 – SPEED LAW VIOLATIONS: States that the speed of any vehicle upon a highway not more than the limits specified in CVC Section 22352 or established as authorized in the CVC is lawful unless clearly proved to be in violation of the Basic Speed Law. This same section also states that the speed of any vehicle upon a highway in excess of the prima facie speed limits in CVC Section 22352 or established as authorized in the CVC is unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the Basic Speed Law at the time, place and under the conditions then existing. CVC SECTION 22352 – PRIMA FACIE SPEED LIMITS: Establishes prima facie speed limits for local roads and streets. The term “prima facie”, as used in the CVC, is a speed limit that applies when no other specific speed limit is posted. It is a Latin term meaning “at first face” or “at first appearance”. It is also defined as “first view” and “before investigation”. Prima facie evidence is evidence sufficient to establish fact, or to raise presumption of fact, unless rebutted. These speed limits shall be applicable unless changed as authorized in the CVC and, if so changed, only when signs have been erected giving notice thereof. It sets two speed limits covering six classes of location. A speed limit of 15 mph applies at railroad crossings, at uncontrolled highway intersections with obstructed views, and on alleys. A speed limit of 25 mph applies on any highway in any business or residence district, unless a different limit is established by procedures described in the CVC by local authority or Department of Transportation. The 25-mph limit also applies in school zones or passing a senior center with standard erected warning sign for both. Embarcadero Road between Highway 101 and Middlefield Road, which is classified as a residence district, a 25-mph speed limit is enforceable. CVC SECTION 22357 (INCREASE OF LOCAL SPEED LIMITS TO 65 MPH) AND CVC SECTION 22358 (DECREASE OF LOCAL SPEED LIMITS): Under California Vehicle Code §22357, a city or county may increase a local street’s prima facie 25 mph speed limit to 30, 35, 40, 45, 50, 55, or 60 mph, or set a maximum of up to 65 mph, if an engineering and traffic survey demonstrates that a higher speed is safe and will facilitate traffic movement. Any such change only becomes effective once proper signs are posted, and future adjustments must also be supported by a new engineering and traffic survey. However, this section does not apply to special 25 mph zones near schools or senior centers, which are regulated under separate provisions. CVC SECTION 22358.3 (DECREASE ON NARROW STREETS) AND CVC SECTION 22358.4 (DECREASE OF LOCAL LIMITS NEAR SCHOOLS OR SENIOR CENTERS): California Vehicle Code §22358.3 allows a city or county, through ordinance or resolution, to set a speed limit of 20 or 15 mph on residential or business streets, excluding state highways when the road is notably narrow (a roadway width not exceeding 25 feet). This adjustment may be made based solely on the street’s residential character and its dimensions, without a requirement for an engineering and traffic survey. Meanwhile, §22358.4 gives local authorities the power to lower the standard 25 mph prima facie speed limit as established by §22352(b), to 20 or 15 mph, if an engineering and traffic survey indicates the higher speed is neither reasonable nor safe. Any such change must be supported by appropriate signage and, in the case of state highways, must also be approved by the Department of Transportation. Additionally, §22358.4 8 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O permits special 15 mph or 25 mph speed limits near schools during school hours or noon recess within 500 feet (for 15 mph) or 500–1,000 feet (for 25 mph) of school buildings or grounds and under specific traffic conditions, even if a broader survey isn’t conducted. CVC SECTION 22358.5 – DOWNWARD SPEED ZONING: Physical conditions such as width, curvature, grade, and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning. CVC SECTION 22358.6 – ROUNDING OF SPEED LIMITS: Authorizes local agencies to round speed limits to the nearest five miles per hour of the 85th percentile speed of the free-flowing traffic. In cases where the 85th percentile speed results in rounding up to the nearest five-mile per hour increment, the local authority may round the speed limit down to the lower five-mile per hour increment. Local authorities may additionally lower the speed limit as provided by CVC Section 22358.7, but not by more than 12.4 mph below the 85th percentile speed. Furthermore, they may retain or reinstate a previously adopted speed limit under Section 22358.8 without further reduction, even if other provisions would normally require a change. CVC SECTION 22358.7 – 5 MPH SPEED LIMIT REDUCTION: Authorizes local agencies to reduce the speed limit by an additional 5 mph if the portion of highway has been designated as a “safety corridor,” as defined in the California Manual on Uniform Traffic Control Devices (CA MUTCD; Table 2), or if the portion of highway is adjacent to any land use or facility that generates high concentrations of bicyclists or pedestrians (Table 3), especially those from vulnerable groups such as children, senior, persons with disabilities, and the unhoused. Table 2: Safety Corridor Definition Requirements Crash Weighting Factors to Develop One Serious/Fatal Injury Safety Corridor data and other factors to prioritize safety corridors. Suggested weighting factors are as follows: • Crash Severity: Fatal Crashes, Serious Injury Crashes • Mode: Pedestrian-bicycle-related crashes, vehicle/other • Disadvantaged Community Status: MPO/RTPA or locally defined disadvantaged community status based on most current version of CalEnviroScreen • Vulnerable Populations: Seniors (age 65 and older) and Youth (under age 15) based on the American Community Survey • School proximity (within 0.25 miles) based on the California Crash Density overlapping "corridor" segments to create a consistent unit of measurement and assess the concentration of linear patterns of injuries within a defined distance. The highest scoring (i.e. most fatal and serious injury crashes per mile) "corridor" segments within a street needs to be identified and an appropriate threshold set to Maintenance for safety corridors. However, such frequency need not exceed seven Source: 2014 CA MUTCD, Revision 7, Table 2B-105(CA) 9 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O Table 3: Land Uses and Facilities that Generate High Concentrations of Bicyclists and/or Pedestrians Land Use Transit Factors Presence of Pedestrian/Bicyclist Infrastructure Demographic Factors Local Data Source: 2014 CA MUTCD, Revision 7, Table 2B-106(CA) The procedure of rounding speed limits according to CVC Section 22358.6 and CVC Section 22358.7 is tabulated in Table 4. Table 4: Procedure of Rounding and Speed Limit Reductions on Local Agency Roadways 85th-Percentile Speed (mph) Rounding to nearest 5 mph increment (CVC 22358.6(a)) If rounding to nearest is up, may round down (CVC 22358.6(c)) If rounding to nearest is down, may additionally lower by 5 mph (CVC 22358.6(b)) adjacent to high concentration of bicyclists & pedestrians, may additionally lower by 5 mph 47.5-50.0 50 45 No 40 45.1-47.4 45 No 40 35 42.5-45.0 45 40 No 35 40.1-42.4 40 No 35 30 Source: 2014 CA MUTCD, Revision 7, Table 2B-104(CA) CVC SECTION 22358.8 – RETAINMENT OF LOCAL SPEED LIMIT: Authorizes local agencies to retain an existing speed limit on a portion of highway if it was established in a previous E&TS with a speed limit certification sheet and if a registered traffic engineer has determined that no additional general-purpose lanes have been added to the portion of highway since completion of the previous E&TS. 10 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O CVC SECTION 40802 (A)(2) – PRIMA FACIE SPEED LIMITS: Provides that prima facie speed limits established under CVC Sections 22352(b)(1), 22354, 22357, 22358, and 22358.3 may not be enforced by radar unless the speed limit has been justified by an engineering and traffic survey within the last five years. This CVC section does not apply to a local street, road or school zone. CVC SECTION 40802 (B) – PRIMA FACIE SPEED LIMITS: For purposes of this section, a local street or road is one that is functionally classified as "local" on the "California Road System Maps," that are approved by the Federal Highway Administration and maintained by Caltrans. When a street or road does not appear on the "California Road System Maps," it may be defined as a "local street or road" if it primarily provides access to abutting residential property and meets the following three conditions: • Roadway width of not more than 40 feet. • Not more than one-half mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in CVC Section 445; and • Not more than one traffic lane in each direction. 2.0 DATA COLLECTION AND ANALYSIS The data collection procedure and speed survey analysis methodology are briefly discussed below. 2.1 Radar Speed Surveys and Analysis The speed surveys involve the use of radar guns to collect sample speeds on selected street segments. A key aspect for conducting the surveys is to ensure that street segments with unique characteristics are individually surveyed. The most crucial component of a speed zone survey is the selection of locations for the data collection task. The prevailing speed at the data collection point was selected to be representative of the entire speed zone area. Radar speed surveys were conducted for nine segments in April 2025 and May 2025 on days with fair weather, clear visibility, and dry pavement conditions. The survey locations were selected where the prevailing speeds were representative of the entire street segment and were not too close to any traffic control devices. The selected locations were situated beyond the influence of stops, dips, curves, parked vehicles, and any other condition that may affect the normal rate of travel. An effort was made to ensure that the presence of radar survey equipment did not affect the speed of the traffic being surveyed. The radar speed surveys were conducted for all study segments, using calibrated radar equipment by certified technicians. Most sample sizes for a particular segment included around 100 vehicles. A Speed Survey Form was used to collect and summarize the following attributes: • Street surveyed • Precise location • Street direction • Date/day of the survey • Start time & end time of survey • Number of vehicles surveyed 11 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O • 85th percentile speed, 50th percentile speed, 10-mile pace • Percent and number of vehicles observed within the 10-mph pace • Percent and number of vehicles observed below pace • Percent and number of vehicles observed above pace • Range of speeds observed and standard deviation A description of some of the attributes is provided below: 50TH PERCENTILE SPEED (MEDIAN SPEED): The speed above and below which 50 percent of the sample speeds were observed. This value indicates the speed that a driver may choose to drive without the influence of any speed limits, speed signs, or enforcement. 85TH PERCENTILE SPEED (CRITICAL SPEED): The speed at or below 85 percent of the sample speeds were observed. The 85th percentile speed of a spot speed survey is the primary indicator of the appropriate speed limit for a section of the roadway. 10 MPH PACE SPEED: The 10-mph increment (range) of speeds containing the greatest number of vehicles. In most cases, the 85th percentile speed and the recommended speed lie within the range, frequently in the middle to upper range of the interval. The percentage of vehicles that fall within the pace speed is an indicator of the bunching of vehicular speeds. The number of observed vehicles within the 10-mph pace is often between 40 and 80 percent of the entire sample. AVERAGE SPEED: The average speed is simply the cumulative speed divided by the number of observed vehicles. SPEED RANGE: The range of speed is simply the difference in speeds of the fastest and slowest vehicles observed. A wide range of speeds (more than 30 mph, for example) indicates less favorable conditions than a narrow range. The greater the range, the more inconsistency in travel speeds with a greater likelihood of traffic collisions. In general, uniform speeds result in a smooth progression of traffic. The radar speed survey data was compiled and analyzed to determine the 50th percentile speed, the 85th percentile speed, the average speed, the speed range, the 10-mph pace speed, and the percentage of vehicles observed within the 10-mph pace. Table 5 presents the speed survey summary with existing speed limits, median speed, critical speed, 10- mile pace speed, and the percentage of vehicles observed within pace. Speeds were collected for 100 vehicles for each of the nine segments. The completed speed survey forms for all nine study segments are included in Appendix A. 12 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O Table 5: Speed Survey Summary No. Street Survey Limits Speed Limit Median (mph) 85th Percentile (mph) 10-Mile Pace (mph) Percent w/in Pace 1 Alma Street Lincoln Avenue 25 31 36 27-36 74% 2 Birch Street 25 20 23 15-24 90% 3 Road Hillview Avenue 35 40 44 36-45 77% 4 25 34 39 30-39 71% 5 25 33 39 30-39 70% 6 25 29 34 24-33 74% 7 Middlefield Road Oregon Expressway to E Charleston Road 25 29 34 24-33 79% 8 Middlefield Road E Charleston Road to South City Limits 25 30 33 25-34 100% 9 University Avenue East City Limits to Middlefield Road 25 29 33 24-33 77% 2.2 Average Daily Traffic (ADT) Volumes The TJKM team collected average daily traffic (ADT) counts for all nine study segments by conducting tube counts along the segments. The tube count was scheduled on Tuesday, April 29, 2025, for all the study segments, but the two segments – Coyote Hill Road between Page Mill Road and Hillview Avenue was collected on Tuesday, May 6, 2025, and Middlefield Road between E Charleston Road and San Antonio Road was collected on Thursday, May 29, 2025. These counts were also used to determine the collision rates for each segment, which in turn was used as a factor in determining the appropriate speed limit for each segment. Table 6 summarizes the roadway classification and ADT volumes for each of the nine study segments. The existing ADT volumes for the survey segments are illustrated in Figure 4. The ADT counts are available in Appendix A. 13 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O Table 6: Average Daily Traffic Volumes No. Street Survey Limits Direction Roadway Classification No. of Lanes NB/EB SB/WB 1 Alma Street Avenue to NB/SB Major Arterial 4 11,930 11,869 23,799 2 Birch Street to Oregon NB/SB Collector 2 1,397 3,866 5,263 3 Coyote Hill Road to Hillview NB/SB Collector 4 1,362 1,235 2,597 4 Embarcadero Road Road to Highway EB/WB Major Arterial 4 2,443 2,463 4,906 5 Road Middlefield Road EB/WB Major Arterial 4 15,398 14,814 30,212 6 Road to Alma Street EB/WB Major Arterial 4 13,070 13,434 26,504 7 Middlefield Road Expressway to E NB/SB Major Arterial 4 6,932 6,838 13,770 8 Middlefield Road Road to South NB/SB Major Arterial 4 8,461 8,798 17,259 9 Avenue Middlefield Road EB/WB Major Arterial 2 8,394 9,031 17,425 15 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O 2.3 Traffic Collision Data Collisions reported at study segments were obtained from the Statewide Integrated Traffic Records System (SWITRS) database for a period of five years from January 2020 to December 2024. Collision rates are a significant factor in determining the appropriate speed limits. Figure 4 summarizes the type and the total number of collisions for all study segments. Table 8 and Figure 5 summarize the collision rates (per million vehicle miles travelled) for the study segments in comparison with the statewide averages. Additional collision data is available in Appendix B of this report. Definitions for Collision Types: The types of collisions and their definitions are defined by CHP and are listed below: Head-On: Two motor vehicles, approaching from opposite directions, make direct contact. For example, the front of one vehicle collides with the front of another, or prior to impact, one vehicle skids sideways, causing the side of the skidding vehicle to collide with the front of the other. Sideswipe: One motor vehicle strikes the side of another with a glancing blow. For example, two vehicles are proceeding in the same direction or from opposite directions, and the side of one vehicle strikes the side of the other. Rear End: Two motor vehicles, traveling in the same direction, make direct contact. For example, the front of one vehicle strikes the rear of another vehicle, or Vehicle #1 approaches Vehicle #2 from the rear and skids sideways during a braking action, causing the side of Vehicle #1 to strike the rear of Vehicle #2. Broadside: One motor vehicle strikes another vehicle at an angle greater than that of a sideswipe. Hit Object: A motor vehicle strikes a fixed object or other object. Overturned: A motor vehicle overturns and no prior collision or hitting an object caused the overturning. This would include a motorcyclist losing control, causing the vehicle to lie down on its side. Auto/Ped: A vehicle strikes a pedestrian. Other: A collision not covered in the preceding elements. This entry shall be explained in the narrative, such as a vehicle involved with - a bicycle, train, or animal; an automobile fire; passengers falling or jumping from a vehicle; a vehicle backing; a bicycle involved with a pedestrian or another bicycle, etc. 16 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O Table 7: Collision History Summary No St r e e t He a d -On /U n - st a t e d Fa t a l In j u r y 1 Alma Street Avenue to 25 2 11 4 5 2 0 1 0 0 1 5 3 16 2 Birch Street to Oregon 7 1 2 1 1 2 0 0 0 0 0 3 0 4 3 Coyote Hill Road to Hillview 3 0 1 0 1 `0 0 0 1 0 0 1 1 1 4 Embarcadero Road Road to Highway 14 1 5 3 0 4 0 0 1 0 1 3 1 9 5 45 4 13 11 10 4 1 0 2 1 2 15 7 20 6 25 4 4 3 10 3 0 0 1 0 0 9 6 10 7 Middlefield Road Expressway to E 51 3 10 12 18 1 0 6 1 0 0 23 10 18 8 Middlefield Road Road to South 38 2 7 6 12 6 3 0 2 0 1 12 9 16 9 34 3 4 13 11 1 0 0 2 0 0 13 7 14 17 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O Table 8: Collision Rates Summary No. Street Survey Limits No. of Collisions Collision Rate Collision Rate State 1 Alma Street 25 1.12 0.69 No 2 Birch Street 7 3.33 1.18 No 3 Coyote Hill Road 3 0.93 0.89 No 4 14 1.89 0.78 No 5 45 0.67 0.68 Yes 6 25 0.69 0.68 No 7 Middlefield Road 51 1.21 0.70 No 8 Middlefield Road 38 2.26 0.69 No 9 University Avenue 34 1.03 1.10 Yes 19 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O 3.0 SPEED LIMIT RECOMMENDATIONS The setting of speed limits requires a rational and defensible procedure to maintain the confidence of the public and legal systems. Speed limit determinations rely on the premise that a reasonable speed limit is one that conforms to the actual behavior of most drivers; one will be able to select a speed limit that is both reasonable and effective by measuring drivers' speeds. The 2014 Edition of the CA MUTCD requires as a standard that a speed limit shall be established at the nearest 5 mph increment of the 85th percentile speed, except that the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th percentile speed in compliance with CVC Sections 627 and CVC 22358.6. According to CVC 22358.6, for cases in which the nearest 5 mph increment of the 85th percentile speed would require rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed if no further reduction is used. The following examples are provided to explain the application of these speed limit criteria: • If the 85th percentile speed in a speed survey for a location was 37 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37-mph speed. The 35-mph established speed limit can be reduced by an additional 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer; and • If the 85th percentile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33-mph speed. The 35-mph established speed limit can be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and are approved by a registered Civil or Traffic Engineer. Section 2B.13 of the 2014 CA MUTCD further states that justification for reducing speed limits can be based on residential density, pedestrian/bicyclist safety and other factors not readily apparent to drivers but essential to meet the traffic safety needs of the community. The following factors may be considered to adjust and determine the final speed limits: • Road characteristics, shoulder condition, grade, alignment, and sight distance • 10 mph speed (a 10-mile range in which the highest number of data is recorded) • Roadside development and environment • Parking practices and bicycle/pedestrian activity • Reported crash experience for at least a 12-month period On October 8, 2021, the procedure for establishing local speed limits was changed once again with Assembly Bill No. 43 (AB 43) being signed into law (and later clarified by Assembly Bill 1938 in 2022). Whereas the previous procedure required no further action be taken after rounding down to the nearest 5 mph increment below the 85th percentile speed, AB 43 allows a local authority to use an additional 5 mph reduction if a portion of highway has been designated as a “safety corridor” as is defined by Caltrans in the CA MUTCD or if a portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, particularly those 20 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. The procedure is shown in Figure 6. On June 2, 2025, City Council adopted the Palo Alto Safety Action Plan, which identified the City’s high injury network. This network also serves as the City’s “safety corridors” as defined in the California Manual on Uniform Traffic Control Devices (CA-MUTCD). This new document has been included in the analysis in addition to the Assembly Bill 43 and State of California regulations and guidelines. The existing speed limit may also be retained if it was established in the previous E&TS and if a registered traffic engineer has determined that no additional general-purpose lanes have been added to the portion of highway since completion of the previous E&TS. Figure 6: Illustration of Examples of Applicability of Rounding and Speed Limit Reductions on Local Agency Roadways Source: 2014 CA MUTCD, Revision 7, Table 2B-104(CA) The guidelines from the California Manual for Setting Speed Limits published by Caltrans (Rev. March 2025) were also followed in this study. The speed limit recommendations are proposed for nine street segments in the study based on the above discussed guidelines and speed data analysis. The speed limit for each study segment was 30 35 40 45 50 55 85th-Percentile"Critical Speed"(mph) Rounding to nearest5 mph increment(CVC 22358.6(a)) If rounding tonearest is up, mayround down (CVC22358.6(c)) If rounding tonearest is down,may additionallylower by 5 mph(CVC 22358.6(b)) If safety corridor oradjacent to highconcentration ofbicyclists &pedestrians, mayadditionally lowerby 5 mph (CVC22358.7) Sp e e d L i m i t Condition of Rounding 47.5-50.0 mph 45.1-47.4 mph Round down initially Round up initially 21 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O recommended after determining the average speed, the 85th percentile speed, the pace speed, and considering other significant factors such as existing land use, roadway design characteristics and collision rates. Appendix A presents the recommended speed limit certifications of the traffic survey analyses, which include prevailing speed data, collision history, traffic factors, and roadway conditions. The recommended speed limit for each street segment is also shown with a comment on the rationale for the recommendation. In accordance with Section 40802(a)(2), speed limits on nine study segments are enforceable by radar or other electronic devices, as they have been verified through radar spot speed surveys. Figure 7 illustrates the recommended speed limits at the respective study segments. Table 9 tabulates the recommended speed limits. Based on this study, a revision to the currently posted speed limit is not recommended at any of the of the nine segments. Table 9: Recommended Speed Limits Summary No. Street Survey Limits Limit Speed Speed Limit 1 Alma Street University Avenue to Lincoln Avenue 25 36 25 2 Birch Street 25 23 25 3 Coyote Hill Road Page Mill Road to Hillview Avenue 35 44 35 4 Embarcadero Road to Highway 101 25 39 25 5 Highway 101 to Middlefield Road 25 39 25 6 Middlefield Road to Alma Street 25 34 25 7 25 34 25 8 25 33 25 9 East City Limits to Middlefield Road 25 33 25 A E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O Appendix A: Recommended Speed Limit Certifications and Supporting Data (Speed Survey Collection Forms and Average Daily Traffic Volumes) Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Weathe : Clear/Dr Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 1 21 1 22 23 24 5 25 4 26 2 27 7 28 6 29 4 30 11 31 9 32 4 33 10 34 5 35 10 36 8 37 5 38 3 39 3 40 1 41 1 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 20 - 41 31 mph 36 mph 27 - 36 74 74% 13% / 13 13% / 13 SPEED PARAMETERS Alma St Bet University Ave & Lincoln Ave City of Palo Alto Eastbound & Westbound Spot Speeds 09:30-10:00 04/29/2025 Project #: 25-080145-001 0 5 10 15 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Day:Tuesday City:Palo Alto Date:Project #:CA25_080144_001 NB SB EB WB Total 0 0 11,930 11,869 23,799 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 24 9 33 12:00 171 155 326 00:00 01:00 49 38 87 00:15 8 6 14 12:15 155 186 341 01:00 02:00 19 14 33 00:30 8 12 20 12:30 149 165 314 02:00 03:00 16 21 37 00:45 9 11 20 12:45 176 169 345 03:00 04:00 19 18 37 01:00 8 3 11 13:00 169 151 320 04:00 05:00 26 52 78 01:15 4 5 9 13:15 171 163 334 05:00 06:00 44 166 210 01:30 4 3 7 13:30 187 158 345 06:00 07:00 148 414 562 01:45 3 3 6 13:45 175 171 346 07:00 08:00 443 791 1234 02:00 5 5 10 14:00 192 122 314 08:00 09:00 697 990 1687 02:15 6 3 9 14:15 196 159 355 09:00 10:00 594 954 1548 02:30 5 9 14 14:30 190 157 347 10:00 11:00 578 873 1451 02:45 0 4 4 14:45 206 213 419 11:00 12:00 615 838 1453 03:00 1 4 5 15:00 220 183 403 12:00 13:00 651 675 1326 03:15 5 3 8 15:15 247 183 430 13:00 14:00 702 643 1345 03:30 7 3 10 15:30 249 212 461 14:00 15:00 784 651 1435 03:45 6 8 14 15:45 228 197 425 15:00 16:00 944 775 1719 04:00 5 7 12 16:00 273 226 499 16:00 17:00 1053 854 1907 04:15 5 10 15 16:15 260 185 445 17:00 18:00 1123 883 2006 04:30 10 15 25 16:30 261 215 476 18:00 19:00 872 816 1688 04:45 6 20 26 16:45 259 228 487 19:00 20:00 669 552 1221 05:00 5 17 22 17:00 310 221 531 20:00 21:00 681 353 1034 05:15 7 30 37 17:15 292 225 517 21:00 22:00 628 289 917 05:30 12 48 60 17:30 275 210 485 22:00 23:00 400 141 541 05:45 20 71 91 17:45 246 227 473 23:00 00:00 175 68 243 06:00 19 65 84 18:00 229 216 445 06:15 27 100 127 18:15 223 223 446 NB SB EB WB TOTAL 06:30 40 112 152 18:30 245 196 441 00:00 to 12:00 06:45 62 137 199 18:45 175 181 356 3248 5169 8417 07:00 82 139 221 19:00 189 162 351 08:00 08:30 08:00 07:15 80 189 269 19:15 171 146 317 697 1002 1687 07:30 125 215 340 19:30 166 119 285 0.922 0.921 0.952 07:45 156 248 404 19:45 143 125 268 08:00 177 232 409 20:00 176 87 263 12:00 to 00:00 08:15 189 229 418 20:15 178 84 262 8682 6700 15382 08:30 145 272 417 20:30 163 87 250 16:45 16:30 16:45 08:45 186 257 443 20:45 164 95 259 1136 889 2020 09:00 164 226 390 21:00 172 87 259 0.916 0.975 0.951 09:15 155 247 402 21:15 161 66 227 09:30 130 240 370 21:30 146 83 229 07:00 to 09:00 09:45 145 241 386 21:45 149 53 202 1140 1781 2921 10:00 131 205 336 22:00 142 52 194 08:00 08:00 08:00 10:15 133 223 356 22:15 119 37 156 697 990 1687 10:30 152 211 363 22:30 73 25 98 0.922 0.910 0.952 10:45 162 234 396 22:45 66 27 93 11:00 129 192 321 23:00 54 27 81 16:00 to 18:00 11:15 155 202 357 23:15 42 14 56 2176 1737 3913 11:30 162 198 360 23:30 45 19 64 16:45 16:30 16:45 11:45 169 246 415 23:45 34 8 42 1136 889 2020 TOTALS 0 0 3248 5169 8417 TOTALS 0 0 8682 6700 15382 0.916 0.975 0.951 SPLIT % 0% 0% 39% 61% 35% SPLIT % 0% 0% 56% 44% 65% Volume Prepared by National Data & Surveying Services VOLUME Alma St Bet University Ave & Lincoln Ave 04/29/2025 DAILY TOTALS DAILY TOTALS 15-Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200 400 600 800 1000 1200 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Weathe : Clear/Dr Speed mph ALL Vehicles <=10 11 12 13 14 3 15 3 16 1 17 10 18 14 19 14 20 15 21 11 22 9 23 7 24 3 25 4 26 2 27 2 28 2 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 14 - 28 20 mph 23 mph 15 - 24 90 90% 3% / 3 7% / 7 SPEED PARAMETERS Birch St Bet California Ave & Page Mill Rd City of Palo Alto Eastbound & Westbound Spot Speeds 10:50-11:50 04/29/2025 Project #: 25-080145-002 0 5 10 15 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Day:Tuesday City:Palo Alto Date:Project #:CA25_080144_002 NB SB EB WB Total 0 0 1,397 3,866 5,263 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 2 4 12:00 14 71 85 00:00 01:00 8 6 14 00:15 4 2 6 12:15 20 63 83 01:00 02:00 8 3 11 00:30 0 1 1 12:30 19 60 79 02:00 03:00 0 5 5 00:45 2 1 3 12:45 25 68 93 03:00 04:00 2 8 10 01:00 4 2 6 13:00 32 94 126 04:00 05:00 2 15 17 01:15 0 0 0 13:15 22 52 74 05:00 06:00 2 37 39 01:30 4 0 4 13:30 15 63 78 06:00 07:00 9 82 91 01:45 0 1 1 13:45 22 72 94 07:00 08:00 14 158 172 02:00 0 1 1 14:00 33 53 86 08:00 09:00 38 298 336 02:15 0 1 1 14:15 25 60 85 09:00 10:00 55 288 343 02:30 0 1 1 14:30 36 50 86 10:00 11:00 56 266 322 02:45 0 2 2 14:45 27 52 79 11:00 12:00 68 226 294 03:00 1 2 3 15:00 27 51 78 12:00 13:00 78 262 340 03:15 1 0 1 15:15 27 50 77 13:00 14:00 91 281 372 03:30 0 3 3 15:30 21 61 82 14:00 15:00 121 215 336 03:45 0 3 3 15:45 24 89 113 15:00 16:00 99 251 350 04:00 1 5 6 16:00 30 56 86 16:00 17:00 109 265 374 04:15 1 1 2 16:15 28 71 99 17:00 18:00 91 331 422 04:30 0 4 4 16:30 27 47 74 18:00 19:00 119 343 462 04:45 0 5 5 16:45 24 91 115 19:00 20:00 112 225 337 05:00 0 4 4 17:00 29 76 105 20:00 21:00 138 140 278 05:15 1 4 5 17:15 12 86 98 21:00 22:00 101 81 182 05:30 0 13 13 17:30 22 80 102 22:00 23:00 51 57 108 05:45 1 16 17 17:45 28 89 117 23:00 00:00 25 23 48 06:00 2 12 14 18:00 40 110 150 06:15 2 13 15 18:15 24 90 114 NB SB EB WB TOTAL 06:30 3 20 23 18:30 30 85 115 00:00 to 12:00 06:45 2 37 39 18:45 25 58 83 262 1392 1654 07:00 3 27 30 19:00 31 62 93 11:00 08:30 08:30 07:15 5 39 44 19:15 21 69 90 68 328 381 07:30 2 43 45 19:30 35 54 89 0.739 0.726 0.768 07:45 4 49 53 19:45 25 40 65 08:00 5 48 53 20:00 28 42 70 12:00 to 00:00 08:15 8 63 71 20:15 38 41 79 1135 2474 3609 08:30 14 74 88 20:30 29 25 54 20:15 17:45 17:45 08:45 11 113 124 20:45 43 32 75 139 374 496 09:00 17 57 74 21:00 29 15 44 0.808 0.850 0.827 09:15 11 84 95 21:15 29 25 54 09:30 12 62 74 21:30 20 17 37 07:00 to 09:00 09:45 15 85 100 21:45 23 24 47 52 456 508 10:00 11 62 73 22:00 17 16 33 08:00 08:00 08:00 10:15 10 72 82 22:15 10 14 24 38 298 336 10:30 16 71 87 22:30 15 12 27 0.679 0.659 0.677 10:45 19 61 80 22:45 9 15 24 11:00 9 57 66 23:00 7 4 11 16:00 to 18:00 11:15 16 36 52 23:15 6 5 11 200 596 796 11:30 20 61 81 23:30 5 7 12 16:00 16:45 17:00 11:45 23 72 95 23:45 7 7 14 109 333 422 TOTALS 0 0 262 1392 1654 TOTALS 0 0 1135 2474 3609 0.908 0.915 0.902 SPLIT % 0% 0% 16% 84% 31% SPLIT % 0% 0% 31% 69% 69% Volume Prepared by National Data & Surveying Services VOLUME Birch St Bet California Ave & Page Mill Rd 04/29/2025 DAILY TOTALS DAILY TOTALS 15-Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 50 100 150 200 250 300 350 400 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Weathe : Clear/Dr Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 27 28 29 30 31 1 32 5 33 3 34 2 35 3 36 7 37 3 38 8 39 13 40 5 41 12 42 9 43 9 44 5 45 6 46 3 47 2 48 3 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 26 - 48 40 mph 44 mph 36 - 45 77 77% 15% / 15 8% / 8 SPEED PARAMETERS Coyote Hill Rd Bet Page Mill Rd/CR G3 & Hillview Ave City of Palo Alto Eastbound & Westbound Spot Speeds 10:30-11:50 04/30/2025 Project #: 25-080145-003 0 5 10 15 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Day:Tuesday City:Palo Alto Date:Project #:CA25_080144_003 NB SB EB WB Total 0 0 1,362 1,235 2,597 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 2 3 12:00 24 13 37 00:00 01:00 1 6 7 00:15 0 1 1 12:15 25 14 39 01:00 02:00 1 4 5 00:30 0 2 2 12:30 17 19 36 02:00 03:00 1 8 9 00:45 0 1 1 12:45 16 11 27 03:00 04:00 0 0 0 01:00 0 0 0 13:00 14 19 33 04:00 05:00 3 0 3 01:15 0 1 1 13:15 8 14 22 05:00 06:00 46 1 47 01:30 1 0 1 13:30 8 25 33 06:00 07:00 66 5 71 01:45 0 3 3 13:45 3 36 39 07:00 08:00 134 16 150 02:00 0 0 0 14:00 8 52 60 08:00 09:00 186 21 207 02:15 1 5 6 14:15 9 54 63 09:00 10:00 250 25 275 02:30 0 3 3 14:30 4 64 68 10:00 11:00 320 34 354 02:45 0 0 0 14:45 8 43 51 11:00 12:00 129 38 167 03:00 0 0 0 15:00 5 65 70 12:00 13:00 82 57 139 03:15 0 0 0 15:15 3 45 48 13:00 14:00 33 94 127 03:30 0 0 0 15:30 4 56 60 14:00 15:00 29 213 242 03:45 0 0 0 15:45 6 51 57 15:00 16:00 18 217 235 04:00 0 0 0 16:00 5 59 64 16:00 17:00 17 184 201 04:15 0 0 0 16:15 2 43 45 17:00 18:00 26 135 161 04:30 0 0 0 16:30 6 44 50 18:00 19:00 11 91 102 04:45 3 0 3 16:45 4 38 42 19:00 20:00 2 59 61 05:00 4 0 4 17:00 4 36 40 20:00 21:00 2 16 18 05:15 5 0 5 17:15 8 40 48 21:00 22:00 1 5 6 05:30 9 1 10 17:30 9 23 32 22:00 23:00 3 3 6 05:45 28 0 28 17:45 5 36 41 23:00 00:00 1 3 4 06:00 10 2 12 18:00 3 28 31 06:15 12 0 12 18:15 2 23 25 NB SB EB WB TOTAL 06:30 21 2 23 18:30 4 19 23 00:00 to 12:00 06:45 23 1 24 18:45 2 21 23 1137 158 1295 07:00 30 3 33 19:00 1 17 18 10:00 10:30 10:00 07:15 30 3 33 19:15 1 18 19 320 41 354 07:30 29 1 30 19:30 0 18 18 0.920 0.854 0.912 07:45 45 9 54 19:45 0 6 6 08:00 43 5 48 20:00 0 6 6 12:00 to 00:00 08:15 45 4 49 20:15 1 1 2 225 1077 1302 08:30 45 8 53 20:30 1 3 4 12:00 14:15 14:15 08:45 53 4 57 20:45 0 6 6 82 226 252 09:00 51 8 59 21:00 0 1 1 0.820 0.869 0.900 09:15 48 6 54 21:15 0 0 0 09:30 67 8 75 21:30 1 3 4 07:00 to 09:00 09:45 84 3 87 21:45 0 1 1 320 37 357 10:00 76 8 84 22:00 0 0 0 08:00 07:45 08:00 10:15 71 8 79 22:15 0 0 0 186 26 207 10:30 86 8 94 22:30 2 1 3 0.877 0.722 0.908 10:45 87 10 97 22:45 1 2 3 11:00 45 11 56 23:00 1 3 4 16:00 to 18:00 11:15 29 12 41 23:15 0 0 0 43 319 362 11:30 30 4 34 23:30 0 0 0 17:00 16:00 16:00 11:45 25 11 36 23:45 0 0 0 26 184 201 TOTALS 0 0 1137 158 1295 TOTALS 0 0 225 1077 1302 0.722 0.780 0.785 SPLIT % 0% 0% 88% 12% 50% SPLIT % 0% 0% 17% 83% 50% Volume Prepared by National Data & Surveying Services VOLUME Coyote Hill Rd Bet Page Mill Rd/CR G3 & Hillview Ave 05/06/2025 DAILY TOTALS DAILY TOTALS 15-Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 50 100 150 200 250 300 350 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Weathe : Clear/Dr Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 1 22 1 23 2 24 25 26 3 27 5 28 3 29 30 7 31 2 32 8 33 7 34 19 35 5 36 7 37 7 38 3 39 6 40 5 41 1 42 1 43 3 44 2 45 1 46 1 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 21 - 46 34 mph 39 mph 30 - 39 71 71% 15% / 15 14% / 14 SPEED PARAMETERS Embarcadero Rd Bet Embarcadero Wy & US-101/Bayshore Fwy City of Palo Alto Eastbound & Westbound Spot Speeds 12:30-13:00 04/29/2025 Project #: 25-080145-004 0 5 10 15 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Day:Tuesday City:Palo Alto Date:Project #:CA25_080144_004 NB SB EB WB Total 0 0 2,443 2,463 4,906 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 3 4 12:00 50 58 108 00:00 01:00 7 7 14 00:15 3 2 5 12:15 48 56 104 01:00 02:00 5 7 12 00:30 0 0 0 12:30 39 52 91 02:00 03:00 4 4 8 00:45 3 2 5 12:45 45 52 97 03:00 04:00 9 2 11 01:00 3 4 7 13:00 43 50 93 04:00 05:00 15 3 18 01:15 0 0 0 13:15 37 48 85 05:00 06:00 34 4 38 01:30 1 3 4 13:30 55 53 108 06:00 07:00 129 25 154 01:45 1 0 1 13:45 43 38 81 07:00 08:00 183 43 226 02:00 1 2 3 14:00 27 47 74 08:00 09:00 246 91 337 02:15 1 1 2 14:15 47 53 100 09:00 10:00 231 108 339 02:30 1 1 2 14:30 31 52 83 10:00 11:00 207 129 336 02:45 1 0 1 14:45 41 53 94 11:00 12:00 179 181 360 03:00 0 0 0 15:00 39 80 119 12:00 13:00 182 218 400 03:15 2 0 2 15:15 43 65 108 13:00 14:00 178 189 367 03:30 1 0 1 15:30 35 67 102 14:00 15:00 146 205 351 03:45 6 2 8 15:45 45 47 92 15:00 16:00 162 259 421 04:00 1 1 2 16:00 41 68 109 16:00 17:00 148 252 400 04:15 1 0 1 16:15 43 70 113 17:00 18:00 107 247 354 04:30 3 2 5 16:30 33 58 91 18:00 19:00 107 186 293 04:45 10 0 10 16:45 31 56 87 19:00 20:00 78 157 235 05:00 6 1 7 17:00 24 67 91 20:00 21:00 40 72 112 05:15 6 1 7 17:15 27 63 90 21:00 22:00 23 48 71 05:30 6 0 6 17:30 23 61 84 22:00 23:00 14 19 33 05:45 16 2 18 17:45 33 56 89 23:00 00:00 9 7 16 06:00 22 4 26 18:00 29 69 98 06:15 28 4 32 18:15 27 32 59 NB SB EB WB TOTAL 06:30 33 7 40 18:30 24 38 62 00:00 to 12:00 06:45 46 10 56 18:45 27 47 74 1249 604 1853 07:00 30 3 33 19:00 17 44 61 07:45 11:00 11:00 07:15 45 7 52 19:15 26 42 68 257 181 360 07:30 48 21 69 19:30 18 39 57 0.813 0.838 0.882 07:45 60 12 72 19:45 17 32 49 08:00 59 19 78 20:00 6 21 27 12:00 to 00:00 08:15 59 29 88 20:15 12 20 32 1194 1859 3053 08:30 79 20 99 20:30 14 21 35 12:00 14:45 14:45 08:45 49 23 72 20:45 8 10 18 182 265 423 09:00 60 20 80 21:00 7 21 28 0.910 0.828 0.889 09:15 55 30 85 21:15 7 11 18 09:30 58 30 88 21:30 5 9 14 07:00 to 09:00 09:45 58 28 86 21:45 4 7 11 429 134 563 10:00 52 26 78 22:00 7 9 16 07:45 08:00 07:45 10:15 67 23 90 22:15 5 5 10 257 91 337 10:30 45 36 81 22:30 2 4 6 0.813 0.784 0.851 10:45 43 44 87 22:45 0 1 1 11:00 40 40 80 23:00 3 3 6 16:00 to 18:00 11:15 41 36 77 23:15 1 2 3 255 499 754 11:30 47 54 101 23:30 1 2 3 16:00 16:00 16:00 11:45 51 51 102 23:45 4 0 4 148 252 400 TOTALS 0 0 1249 604 1853 TOTALS 0 0 1194 1859 3053 0.860 0.900 0.885 SPLIT % 0% 0% 67% 33% 38% SPLIT % 0% 0% 39% 61% 62% Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Prepared by National Data & Surveying Services VOLUME Embarcadero Rd Bet Embarcadero Wy & US-101/Bayshore Fwy 04/29/2025 DAILY TOTALS DAILY TOTALS 15-Minutes Interval Hourly Intervals TIME STATISTICS Peak Period 0 50 100 150 200 250 300 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Weathe : Clear/Dr Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 25 2 26 4 27 3 28 5 29 4 30 11 31 6 32 10 33 9 34 8 35 4 36 5 37 4 38 6 39 7 40 3 41 4 42 3 43 1 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 24 - 43 33 mph 39 mph 30 - 39 70 70% 19% / 19 11% / 11 SPEED PARAMETERS Embarcadero Rd Bet US-101/Bayshore Fwy & Middlefield Rd City of Palo Alto Eastbound & Westbound Spot Speeds 12:05-12:35 04/30/2025 Project #: 25-080145-005 0 5 10 15 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Day:Tuesday City:Palo Alto Date:Project #:CA25_080144_005 NB SB EB WB Total 0 0 15,398 14,814 30,212 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 48 13 61 12:00 222 243 465 00:00 01:00 119 47 166 00:15 31 12 43 12:15 231 244 475 01:00 02:00 65 28 93 00:30 23 12 35 12:30 241 268 509 02:00 03:00 55 28 83 00:45 17 10 27 12:45 229 251 480 03:00 04:00 38 48 86 01:00 17 10 27 13:00 245 228 473 04:00 05:00 53 216 269 01:15 17 5 22 13:15 218 230 448 05:00 06:00 115 557 672 01:30 17 8 25 13:30 261 245 506 06:00 07:00 246 970 1216 01:45 14 5 19 13:45 261 244 505 07:00 08:00 733 1074 1807 02:00 13 8 21 14:00 261 204 465 08:00 09:00 922 988 1910 02:15 5 2 7 14:15 229 220 449 09:00 10:00 728 885 1613 02:30 26 9 35 14:30 241 204 445 10:00 11:00 773 969 1742 02:45 11 9 20 14:45 233 202 435 11:00 12:00 897 891 1788 03:00 14 7 21 15:00 244 218 462 12:00 13:00 923 1006 1929 03:15 7 8 15 15:15 266 209 475 13:00 14:00 985 947 1932 03:30 9 18 27 15:30 299 217 516 14:00 15:00 964 830 1794 03:45 8 15 23 15:45 284 243 527 15:00 16:00 1093 887 1980 04:00 15 23 38 16:00 274 209 483 16:00 17:00 1108 799 1907 04:15 10 35 45 16:15 264 201 465 17:00 18:00 1140 793 1933 04:30 13 74 87 16:30 267 188 455 18:00 19:00 915 992 1907 04:45 15 84 99 16:45 303 201 504 19:00 20:00 985 673 1658 05:00 14 107 121 17:00 310 185 495 20:00 21:00 934 443 1377 05:15 23 97 120 17:15 277 187 464 21:00 22:00 744 355 1099 05:30 30 164 194 17:30 269 188 457 22:00 23:00 485 244 729 05:45 48 189 237 17:45 284 233 517 23:00 00:00 378 144 522 06:00 48 193 241 18:00 255 258 513 06:15 44 228 272 18:15 228 258 486 NB SB EB WB TOTAL 06:30 69 265 334 18:30 248 230 478 00:00 to 12:00 06:45 85 284 369 18:45 184 246 430 4744 6701 11445 07:00 112 261 373 19:00 250 217 467 07:45 06:45 07:30 07:15 165 262 427 19:15 248 177 425 1001 1088 2019 07:30 192 281 473 19:30 247 141 388 0.948 0.958 0.945 07:45 264 270 534 19:45 240 138 378 08:00 261 270 531 20:00 271 117 388 12:00 to 00:00 08:15 248 233 481 20:15 214 102 316 10654 8113 18767 08:30 228 242 470 20:30 235 109 344 16:45 12:00 15:15 08:45 185 243 428 20:45 214 115 329 1159 1006 2001 09:00 226 240 466 21:00 211 100 311 0.935 0.938 0.949 09:15 185 204 389 21:15 200 91 291 09:30 165 221 386 21:30 173 82 255 07:00 to 09:00 09:45 152 220 372 21:45 160 82 242 1655 2062 3717 10:00 184 240 424 22:00 158 80 238 07:45 07:15 07:30 10:15 209 219 428 22:15 123 71 194 1001 1083 2019 10:30 180 246 426 22:30 114 54 168 0.948 0.964 0.945 10:45 200 264 464 22:45 90 39 129 11:00 207 229 436 23:00 66 53 119 16:00 to 18:00 11:15 203 231 434 23:15 124 29 153 2248 1592 3840 11:30 244 205 449 23:30 115 37 152 16:45 16:00 17:00 11:45 243 226 469 23:45 73 25 98 1159 799 1933 TOTALS 0 0 4744 6701 11445 TOTALS 0 0 10654 8113 18767 0.935 0.956 0.935 SPLIT % 0% 0% 41% 59% 38% SPLIT % 0% 0% 57% 43% 62% Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Prepared by National Data & Surveying Services VOLUME Embarcadero Rd Bet US-101/Bayshore Fwy & Middlefield Rd 04/29/2025 DAILY TOTALS DAILY TOTALS 15-Minutes Interval Hourly Intervals TIME STATISTICS Peak Period 0 200 400 600 800 1000 1200 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Weathe : Clear/Dr Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 2 20 2 21 2 22 3 23 1 24 5 25 8 26 5 27 12 28 5 29 6 30 7 31 10 32 8 33 8 34 4 35 6 36 4 37 38 39 1 40 1 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 19 - 40 29 mph 34 mph 24 - 33 74 74% 10% / 10 16% / 16 SPEED PARAMETERS Embarcadero Rd Bet Middlefield Rd & Alma St City of Palo Alto Eastbound & Westbound Spot Speeds 10:15-10:45 04/29/2025 Project #: 25-080145-006 0 5 10 15 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Day:Tuesday City:Palo Alto Date:Project #:CA25_080144_006 NB SB EB WB Total 0 0 13,070 13,434 26,504 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 44 9 53 12:00 186 242 428 00:00 01:00 105 38 143 00:15 32 8 40 12:15 207 218 425 01:00 02:00 59 25 84 00:30 17 10 27 12:30 209 248 457 02:00 03:00 56 30 86 00:45 12 11 23 12:45 175 230 405 03:00 04:00 34 47 81 01:00 16 5 21 13:00 217 223 440 04:00 05:00 42 198 240 01:15 14 6 20 13:15 199 213 412 05:00 06:00 96 543 639 01:30 12 8 20 13:30 236 201 437 06:00 07:00 203 910 1113 01:45 17 6 23 13:45 204 206 410 07:00 08:00 572 951 1523 02:00 13 6 19 14:00 225 187 412 08:00 09:00 692 1014 1706 02:15 6 5 11 14:15 200 208 408 09:00 10:00 561 854 1415 02:30 29 11 40 14:30 224 193 417 10:00 11:00 647 903 1550 02:45 8 8 16 14:45 219 181 400 11:00 12:00 734 878 1612 03:00 16 6 22 15:00 226 173 399 12:00 13:00 777 938 1715 03:15 4 8 12 15:15 218 218 436 13:00 14:00 856 843 1699 03:30 8 18 26 15:30 251 202 453 14:00 15:00 868 769 1637 03:45 6 15 21 15:45 249 195 444 15:00 16:00 944 788 1732 04:00 13 20 33 16:00 217 221 438 16:00 17:00 1008 693 1701 04:15 8 39 47 16:15 274 162 436 17:00 18:00 971 661 1632 04:30 12 68 80 16:30 280 154 434 18:00 19:00 846 822 1668 04:45 9 71 80 16:45 237 156 393 19:00 20:00 908 545 1453 05:00 11 108 119 17:00 260 165 425 20:00 21:00 752 383 1135 05:15 23 97 120 17:15 226 141 367 21:00 22:00 613 292 905 05:30 29 152 181 17:30 252 162 414 22:00 23:00 412 208 620 05:45 33 186 219 17:45 233 193 426 23:00 00:00 314 101 415 06:00 39 178 217 18:00 213 196 409 06:15 35 223 258 18:15 213 213 426 NB SB EB WB TOTAL 06:30 54 254 308 18:30 195 222 417 00:00 to 12:00 06:45 75 255 330 18:45 225 191 416 3801 6391 10192 07:00 90 234 324 19:00 221 169 390 10:45 08:15 08:15 07:15 109 230 339 19:15 222 157 379 749 1063 1729 07:30 173 210 383 19:30 243 103 346 0.909 0.846 0.918 07:45 200 277 477 19:45 222 116 338 08:00 194 174 368 20:00 211 101 312 12:00 to 00:00 08:15 152 255 407 20:15 168 99 267 9269 7043 16312 08:30 146 314 460 20:30 218 87 305 16:15 12:00 15:15 08:45 200 271 471 20:45 155 96 251 1051 938 1771 09:00 168 223 391 21:00 182 80 262 0.938 0.946 0.977 09:15 142 194 336 21:15 189 69 258 09:30 121 223 344 21:30 124 72 196 07:00 to 09:00 09:45 130 214 344 21:45 118 71 189 1264 1965 3229 10:00 138 199 337 22:00 135 61 196 07:30 07:45 07:45 10:15 148 209 357 22:15 106 62 168 719 1020 1712 10:30 155 249 404 22:30 96 48 144 0.899 0.812 0.897 10:45 206 246 452 22:45 75 37 112 11:00 184 228 412 23:00 60 34 94 16:00 to 18:00 11:15 163 205 368 23:15 85 22 107 1979 1354 3333 11:30 196 209 405 23:30 105 25 130 16:15 16:00 16:00 11:45 191 236 427 23:45 64 20 84 1051 693 1701 TOTALS 0 0 3801 6391 10192 TOTALS 0 0 9269 7043 16312 0.938 0.784 0.971 SPLIT % 0% 0% 37% 63% 38% SPLIT % 0% 0% 57% 43% 62% Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Prepared by National Data & Surveying Services VOLUME Embarcadero Rd Bet Middlefield Rd & Alma St 04/29/2025 DAILY TOTALS DAILY TOTALS 15-Minutes Interval Hourly Intervals TIME STATISTICS Peak Period 0 200 400 600 800 1000 1200 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Weathe : Clear/Dr Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 2 23 2 24 7 25 7 26 3 27 9 28 13 29 9 30 5 31 7 32 9 33 10 34 6 35 4 36 3 37 38 3 39 1 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 22 - 39 29 mph 34 mph 24 - 33 79 79% 4% / 4 17% / 17 SPEED PARAMETERS Middlefield Rd Bet Oregon Expy & E Charleston Rd City of Palo Alto Eastbound & Westbound Spot Speeds 09:35-10:10 04/30/2025 Project #: 25-080145-007 0 5 10 15 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Day:Tuesday City:Palo Alto Date:Project #:CA25_080144_007 NB SB EB WB Total 0 0 6,932 6,838 13,770 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 6 9 15 12:00 98 96 194 00:00 01:00 16 22 38 00:15 5 6 11 12:15 86 111 197 01:00 02:00 9 8 17 00:30 4 4 8 12:30 98 118 216 02:00 03:00 6 6 12 00:45 1 3 4 12:45 102 90 192 03:00 04:00 8 11 19 01:00 1 4 5 13:00 73 101 174 04:00 05:00 7 12 19 01:15 4 2 6 13:15 81 82 163 05:00 06:00 23 19 42 01:30 0 2 2 13:30 96 109 205 06:00 07:00 64 87 151 01:45 4 0 4 13:45 102 83 185 07:00 08:00 266 301 567 02:00 2 1 3 14:00 114 93 207 08:00 09:00 627 600 1227 02:15 1 5 6 14:15 92 109 201 09:00 10:00 447 381 828 02:30 2 0 2 14:30 119 132 251 10:00 11:00 335 316 651 02:45 1 0 1 14:45 127 109 236 11:00 12:00 342 333 675 03:00 1 7 8 15:00 161 120 281 12:00 13:00 384 415 799 03:15 1 2 3 15:15 167 148 315 13:00 14:00 352 375 727 03:30 2 1 3 15:30 198 179 377 14:00 15:00 452 443 895 03:45 4 1 5 15:45 174 145 319 15:00 16:00 700 592 1292 04:00 0 3 3 16:00 165 141 306 16:00 17:00 767 633 1400 04:15 2 1 3 16:15 165 135 300 17:00 18:00 895 770 1665 04:30 2 3 5 16:30 228 167 395 18:00 19:00 500 556 1056 04:45 3 5 8 16:45 209 190 399 19:00 20:00 341 383 724 05:00 1 2 3 17:00 234 177 411 20:00 21:00 166 253 419 05:15 4 4 8 17:15 226 178 404 21:00 22:00 114 188 302 05:30 2 5 7 17:30 243 204 447 22:00 23:00 71 95 166 05:45 16 8 24 17:45 192 211 403 23:00 00:00 40 39 79 06:00 10 16 26 18:00 147 181 328 06:15 14 17 31 18:15 130 154 284 NB SB EB WB TOTAL 06:30 14 22 36 18:30 106 124 230 00:00 to 12:00 06:45 26 32 58 18:45 117 97 214 2150 2096 4246 07:00 32 54 86 19:00 110 125 235 08:00 08:00 08:00 07:15 43 50 93 19:15 90 110 200 627 600 1227 07:30 63 78 141 19:30 74 62 136 0.896 0.862 0.881 07:45 128 119 247 19:45 67 86 153 08:00 135 174 309 20:00 60 68 128 12:00 to 00:00 08:15 175 173 348 20:15 44 69 113 4782 4742 9524 08:30 166 115 281 20:30 30 59 89 16:45 17:15 17:00 08:45 151 138 289 20:45 32 57 89 912 774 1665 09:00 129 123 252 21:00 42 62 104 0.938 0.917 0.931 09:15 107 96 203 21:15 24 56 80 09:30 110 78 188 21:30 26 47 73 07:00 to 09:00 09:45 101 84 185 21:45 22 23 45 893 901 1794 10:00 71 81 152 22:00 29 43 72 08:00 08:00 08:00 10:15 99 93 192 22:15 19 26 45 627 600 1227 10:30 78 69 147 22:30 15 12 27 0.896 0.862 0.881 10:45 87 73 160 22:45 8 14 22 11:00 82 82 164 23:00 14 8 22 16:00 to 18:00 11:15 89 79 168 23:15 8 12 20 1662 1403 3065 11:30 87 80 167 23:30 12 8 20 16:45 17:00 17:00 11:45 84 92 176 23:45 6 11 17 912 770 1665 TOTALS 0 0 2150 2096 4246 TOTALS 0 0 4782 4742 9524 0.938 0.912 0.931 SPLIT % 0% 0% 51% 49% 31% SPLIT % 0% 0% 50% 50% 69% Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Prepared by National Data & Surveying Services VOLUME Middlefield Rd Bet Oregon Expy & E Charleston Rd 04/29/2025 DAILY TOTALS DAILY TOTALS 15-Minutes Interval Hourly Intervals TIME STATISTICS Peak Period 0 100 200 300 400 500 600 700 800 900 1000 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Weathe : Clear/Dr Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 3 27 11 28 14 29 10 30 13 31 19 32 11 33 10 34 9 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 26 - 34 30 mph 33 mph 25 - 34 100 100% 0% / 0 0% / 0 SPEED PARAMETERS Middlefield Rd Bet E Charleston Rd & San Antonio Rd City of Palo Alto Eastbound & Westbound Spot Speeds 14:30-16:00 05/29/2025 Project #: 25-080215-001 0 5 10 15 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Day:Thursday City:Palo Alto Date:Project #:CA25_080214_001 NB SB EB WB Total 0 0 8,461 8,798 17,259 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 3 7 10 12:00 113 120 233 00:00 01:00 13 29 42 00:15 4 6 10 12:15 124 113 237 01:00 02:00 10 14 24 00:30 4 7 11 12:30 127 115 242 02:00 03:00 6 7 13 00:45 2 9 11 12:45 121 109 230 03:00 04:00 8 8 16 01:00 2 5 7 13:00 117 99 216 04:00 05:00 10 35 45 01:15 3 2 5 13:15 106 117 223 05:00 06:00 34 69 103 01:30 1 5 6 13:30 108 127 235 06:00 07:00 82 181 263 01:45 4 2 6 13:45 113 112 225 07:00 08:00 387 508 895 02:00 1 3 4 14:00 171 152 323 08:00 09:00 798 763 1561 02:15 2 2 4 14:15 132 143 275 09:00 10:00 510 478 988 02:30 1 2 3 14:30 153 156 309 10:00 11:00 414 465 879 02:45 2 0 2 14:45 125 159 284 11:00 12:00 434 392 826 03:00 2 1 3 15:00 166 169 335 12:00 13:00 485 457 942 03:15 3 2 5 15:15 169 193 362 13:00 14:00 444 455 899 03:30 1 3 4 15:30 217 180 397 14:00 15:00 581 610 1191 03:45 2 2 4 15:45 217 167 384 15:00 16:00 769 709 1478 04:00 1 6 7 16:00 214 210 424 16:00 17:00 801 823 1624 04:15 3 10 13 16:15 188 174 362 17:00 18:00 892 926 1818 04:30 2 5 7 16:30 189 203 392 18:00 19:00 732 706 1438 04:45 4 14 18 16:45 210 236 446 19:00 20:00 411 509 920 05:00 3 13 16 17:00 213 223 436 20:00 21:00 310 316 626 05:15 5 12 17 17:15 217 239 456 21:00 22:00 188 166 354 05:30 12 24 36 17:30 197 218 415 22:00 23:00 97 113 210 05:45 14 20 34 17:45 265 246 511 23:00 00:00 45 59 104 06:00 12 38 50 18:00 265 233 498 06:15 11 36 47 18:15 161 173 334 NB SB EB WB TOTAL 06:30 28 42 70 18:30 145 157 302 00:00 to 12:00 06:45 31 65 96 18:45 161 143 304 2706 2949 5655 07:00 34 83 117 19:00 116 168 284 07:45 07:45 07:45 07:15 45 100 145 19:15 123 128 251 831 821 1652 07:30 78 122 200 19:30 98 115 213 0.851 0.946 0.920 07:45 230 203 433 19:45 74 98 172 08:00 144 217 361 20:00 87 86 173 12:00 to 00:00 08:15 213 196 409 20:15 72 88 160 5755 5849 11604 08:30 244 205 449 20:30 61 70 131 17:15 17:15 17:15 08:45 197 145 342 20:45 90 72 162 944 936 1880 09:00 138 141 279 21:00 53 47 100 0.891 0.951 0.920 09:15 104 107 211 21:15 57 42 99 09:30 134 114 248 21:30 37 41 78 07:00 to 09:00 09:45 134 116 250 21:45 41 36 77 1185 1271 2456 10:00 123 131 254 22:00 37 35 72 07:45 07:45 07:45 10:15 93 107 200 22:15 31 42 73 831 821 1652 10:30 100 107 207 22:30 24 15 39 0.851 0.946 0.920 10:45 98 120 218 22:45 5 21 26 11:00 103 82 185 23:00 16 12 28 16:00 to 18:00 11:15 111 94 205 23:15 11 25 36 1693 1749 3442 11:30 101 100 201 23:30 9 14 23 17:00 17:00 17:00 11:45 119 116 235 23:45 9 8 17 892 926 1818 TOTALS 0 0 2706 2949 5655 TOTALS 0 0 5755 5849 11604 0.842 0.941 0.889 SPLIT % 0% 0% 48% 52% 33% SPLIT % 0% 0% 50% 50% 67% Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Prepared by National Data & Surveying Services VOLUME Middlefield Rd Bet E Charleston Rd & San Antonio Rd (37.418393,-122.107724) 05/29/2025 DAILY TOTALS DAILY TOTALS 15-Minutes Interval Hourly Intervals TIME STATISTICS Peak Period 0 100 200 300 400 500 600 700 800 900 1000 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:Palo Alto Date:Project #:CA25_080144_009 NB SB EB WB Total 8,394 9,031 0 0 17,425 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 30 8 38 12:00 112 154 266 00:00 01:00 77 36 113 00:15 15 11 26 12:15 112 113 225 01:00 02:00 65 16 81 00:30 19 9 28 12:30 151 129 280 02:00 03:00 47 20 67 00:45 13 8 21 12:45 150 135 285 03:00 04:00 26 37 63 01:00 18 4 22 13:00 142 113 255 04:00 05:00 22 151 173 01:15 18 5 23 13:15 161 120 281 05:00 06:00 54 297 351 01:30 16 1 17 13:30 150 109 259 06:00 07:00 122 530 652 01:45 13 6 19 13:45 142 128 270 07:00 08:00 289 696 985 02:00 9 3 12 14:00 163 98 261 08:00 09:00 385 818 1203 02:15 10 5 15 14:15 169 94 263 09:00 10:00 359 697 1056 02:30 19 6 25 14:30 142 132 274 10:00 11:00 387 524 911 02:45 9 6 15 14:45 133 127 260 11:00 12:00 421 586 1007 03:00 6 6 12 15:00 153 104 257 12:00 13:00 525 531 1056 03:15 3 13 16 15:15 143 109 252 13:00 14:00 595 470 1065 03:30 9 7 16 15:30 150 129 279 14:00 15:00 607 451 1058 03:45 8 11 19 15:45 144 130 274 15:00 16:00 590 472 1062 04:00 3 13 16 16:00 145 141 286 16:00 17:00 502 470 972 04:15 6 26 32 16:15 105 111 216 17:00 18:00 451 486 937 04:30 7 51 58 16:30 116 113 229 18:00 19:00 545 567 1112 04:45 6 61 67 16:45 136 105 241 19:00 20:00 548 342 890 05:00 8 33 41 17:00 141 116 257 20:00 21:00 610 318 928 05:15 10 59 69 17:15 106 112 218 21:00 22:00 570 233 803 05:30 14 93 107 17:30 90 134 224 22:00 23:00 373 196 569 05:45 22 112 134 17:45 114 124 238 23:00 00:00 224 87 311 06:00 28 83 111 18:00 176 126 302 06:15 23 131 154 18:15 111 141 252 NB SB EB WB TOTAL 06:30 38 156 194 18:30 138 155 293 00:00 to 12:00 06:45 33 160 193 18:45 120 145 265 2254 4408 6662 07:00 46 164 210 19:00 130 109 239 11:00 08:00 08:00 07:15 65 179 244 19:15 136 92 228 421 818 1203 07:30 73 179 252 19:30 147 70 217 0.957 0.974 0.955 07:45 105 174 279 19:45 135 71 206 08:00 91 210 301 20:00 154 74 228 12:00 to 00:00 08:15 86 206 292 20:15 162 72 234 6140 4623 10763 08:30 105 210 315 20:30 161 84 245 13:30 18:00 18:00 08:45 103 192 295 20:45 133 88 221 624 567 1112 09:00 79 153 232 21:00 145 58 203 0.923 0.915 0.921 09:15 93 175 268 21:15 149 65 214 09:30 95 168 263 21:30 144 61 205 07:00 to 09:00 09:45 92 201 293 21:45 132 49 181 674 1514 2188 10:00 99 139 238 22:00 104 60 164 07:45 08:00 08:00 10:15 94 133 227 22:15 108 49 157 387 818 1203 10:30 95 126 221 22:30 84 43 127 0.921 0.974 0.955 10:45 99 126 225 22:45 77 44 121 11:00 103 137 240 23:00 63 23 86 16:00 to 18:00 11:15 107 148 255 23:15 59 28 87 953 956 1909 11:30 110 134 244 23:30 67 20 87 16:00 17:00 16:00 11:45 101 167 268 23:45 35 16 51 502 486 972 TOTALS 2254 4408 0 0 6662 TOTALS 6140 4623 0 0 10763 0.866 0.907 0.850 SPLIT % 34% 66% 0% 0% 38% SPLIT % 57% 43% 0% 0% 62% Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Prepared by National Data & Surveying Services VOLUME University Ave & Bet Chauser St & Middlefield Rd 04/29/2025 DAILY TOTALS DAILY TOTALS 15-Minutes Interval Hourly Intervals TIME STATISTICS Peak Period 0 100 200 300 400 500 600 700 800 900 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Weather: Clear/Dr Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 1 19 3 20 2 21 3 22 2 23 2 24 5 25 7 26 7 27 6 28 9 29 8 30 7 31 10 32 8 33 10 34 5 35 3 36 37 1 38 1 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 18 - 38 29 mph 33 mph 24 - 33 77 77% 13% / 13 10% / 10 SPEED PARAMETERS University Ave Bet Chauser St & Middlefield Rd City of Palo Alto Northbound & Southbound Spot Speeds 09:00-09:30 04/29/2025 Project #: 25-080145-009 0 5 10 15 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles B E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F P A L O A L T O Appendix B: Collision Data City of Palo Alto Raw Collision Data case_id accident_y proc_date juris collision_d collision_ti officer_id reporting_day_of_wechp_shift population cnty_city_l special_co beat_type chp_beat_city_divisiochp_beat_beat_num primary_rdsecondary distance direction intersectio weather_1 weather_2 state_hwy caltrans_c caltrans_di state_rout route_suffi postmile_ppostmile location_t ramp_inte side_of_h tow_away collision_s number_ki number_in party_cou primary_c pcf_code_pcf_viol_capcf_violati pcf_viol_s hit_and_rutype_of_c mviw ped_actionroad_surfa road_cond road_cond lighting control_de chp_road_pedestrian bicycle_ac motorcycletruck_acci not_privat alcohol_in stwd_veht chp_vehty count_sev count_visi count_comcount_ped count_ped count_bicy count_bicy count_mc count_mc primary_rasecondary latitude longitude local_repo 82306219 2024 20240206 4312 20240125 1632 808239 80600 4 5 5 4312 0 0 0 0 PA2 ADDISON ALMA STR 0 Y A - N N 0 0 0 2 A - 08 22107 N D C A A H - A A 0 Y A 07 0 0 0 0 0 0 0 0 0 - -24-00317 82333005 2024 20240308 4312 20240222 2029 808948 80600 4 5 5 4312 0 0 0 0 PA2 FOREST AV ALMA STR 5 E N A - N N 4 0 1 2 A - - N D G A A E H C D 0 Y Y - - 0 0 1 0 0 0 1 0 0 - -24-00690 82418952 2024 20240620 4312 20240617 2359 809425 1 5 5 4312 0 0 0 0 PA2 ALMA ST ADDISON 59 N N A - N N 0 0 0 2 A - 08 22107 N B C A A H - A D 0 Y Y C 02 0 0 0 0 0 0 0 0 0 - -24-02190 84383328 2024 20240906 4312 20240904 1845 808733 3 5 5 4312 0 0 0 0 PA2 ALMA ST ADDISON 0 Y A - N N 3 0 1 2 A - 09 21802 A N D C A A H - A D 0 Y A 01 0 1 0 0 0 0 0 0 0 - -24-03293 9018280 2020 20200117 4312 20200106 2500 5623 4312 1 5 5 4312 0 0 0 0 ALMA ST CHANNING 108 S N A - N N 0 0 0 2 D - 00 M B E A A H - A D 0 Y - - 0 0 0 0 0 0 0 0 0 - -20-0117 9056424 2020 20200323 4312 20200226 1927 02308 CITY 3 5 5 4312 0 0 0 0 002 ALMA ST FOREST AV 3 S N A - N N 0 0 0 2 A - 03 22350 N C C A A H - C A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-1051 9073062 2020 20200516 4312 20200229 1835 04456 6 5 5 4312 0 0 0 0 ALMA ST HAMILTON 300 N N A - N N 0 0 0 2 A - 07 21658 A N B C A A H - C D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-1104 9082171 2020 20200625 4312 20200322 857 8734 7 5 5 4312 0 0 0 0 ALMA ST UNIVERSIT 29 S N A - N N 0 0 0 1 A - 08 22107 N E I A A H - A A 0 Y Y G 25 0 0 0 0 0 0 0 0 0 - -20-1402 9107865 2020 20200730 4312 20200629 1039 7816 1 5 5 4312 0 0 0 0 002 ALMA ST CHANNING 15 S N A - N N 0 0 0 2 A - 03 22350 N B E A A H - A D 0 Y J 48 0 0 0 0 0 0 0 0 0 - -20-2443 9117651 2020 20200902 4312 20200518 1443 03422 4312 1 5 5 4312 0 0 0 0 001 ALMA ST CHANNING 110 N N A - N N 0 0 0 2 A - 07 21658 A N B C A A H - A A 0 Y A 07 0 0 0 0 0 0 0 0 0 - -20-2309 9127743 2020 20201014 4312 20200730 1515 8702 4312 4 5 5 4312 0 0 0 0 002 ALMA ST CHANNING 72 N N A - N N 0 0 0 2 A - 08 22107 M B C A A H - A D 0 Y Y F 26 0 0 0 0 0 0 0 0 0 - -20-2896 9156260 2020 20201203 4312 20200912 1305 5241 4312 6 5 5 4312 0 0 0 0 002 CHANNINGALMA ST 59 E N A - N N 0 0 0 2 A - 03 22350 N B C A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-3580 9172824 2022 20220628 4312 20220514 1812 56802 80600 6 5 5 4312 0 0 0 0 PA2 ALMA ST FOREST AV 0 Y A - N N 3 0 1 2 A - 10 21950 A N G B B A H - A D 0 Y Y J 48 0 1 0 0 1 0 0 0 0 - -22-02644 9191801 2020 20210203 4312 20201130 1620 8734 SANTA 1 5 5 4312 0 0 0 0 ALMA ST HAMILTON 0 Y A - N N 2 0 1 2 A - 12 21453 A N A G A A H - A A 0 Y Y A 01 1 0 0 0 0 0 1 0 0 - -20-4740 9208221 2020 20210302 4312 20201215 1058 02308 4312 2 5 5 4312 0 0 0 0 002 ALMA ST HAMILTON 160 N N A B N N 0 0 0 2 A - 09 21801 A N D C A A H - - D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-4982 9209021 2020 20210216 4312 20201229 1225 6910 2 5 5 4312 0 0 0 0 ALMA ST LINCOLN A 9 S N A - N Y 4 0 1 2 A - 08 22107 N B C A A H - A D 0 Y A 01 0 0 1 0 0 0 0 0 0 - -20-5186 9212259 2021 20210311 4312 20210116 1540 7189 6 5 5 4312 0 0 0 0 ALMA ST UNIVERSIT 50 S N A - N N 0 0 0 1 A - 08 22107 N A I A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -21-0159 9235037 2021 20210419 4312 20210302 1440 04807 2 5 5 4312 0 0 0 0 002 ALMA ST CHANNING 30 N N A - N N 0 0 0 2 A - 08 22107 N B E A A H - A D 0 Y Y F 26 0 0 0 0 0 0 0 0 0 - -21-0618 9274971 2021 20210702 4312 20210622 1743 4263 2 5 5 4312 0 0 0 0 ALMA ST HAMILTON 40 S N A - N 0 0 0 2 A - 03 22350 N C C A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -21-1866 9354188 2021 20211202 4312 20211024 2200 7467 7 5 5 4312 0 0 0 0 002 ALMA ST FOREST AV 230 S N B C N N 0 0 0 3 A - 07 21658 A M B E A B H - C D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -21-3465 9360905 2021 20211229 4312 20211115 1747 8793 1 5 5 4312 0 0 0 0 ALMA ST CHANNING 0 Y A - N N 3 0 1 2 A - 03 22350 N C G A A H - C D 0 Y Y A 01 0 1 0 0 0 0 1 0 0 - -21-3746 9413672 2022 20220223 4312 20220209 918 808733 80500 3 5 5 4312 0 0 0 0 PA2 ALMA ST HAMILTON 0 Y A - N N 3 0 1 2 A - 03 22350 N D C A A H - A A 0 Y - 0 1 0 0 0 0 0 0 0 - -37.44267 122.1628 22-00404 9426509 2022 20220406 4312 20220225 1324 808914 80500 5 5 5 4312 0 0 0 0 PA2 HAMILTONALMA ST 0 Y A - N N 3 0 1 2 A - 08 22107 N B G A A H - A A 0 Y Y A 01 0 1 0 0 0 0 1 0 0 - -22-00580 9472333 2022 20220722 4312 20220625 2500 807190 80600 6 5 5 4312 0 0 0 0 PA2 ADDISON ALMA ST 10 E N A - N N 0 0 0 1 A - 03 22350 N E I A A H - A D 0 Y - 0 0 0 0 0 0 0 0 0 - -22-02037 9480106 2022 20220720 4312 20220623 1739 805859 08500 4 5 5 4312 0 0 0 0 PA2 ALMA ST HAMILTON 75 S N A - N N 4 0 1 3 A - 03 22350 N C C A A H - A D 0 Y A 01 0 0 1 0 0 0 0 0 0 - -22-02009 9026768 2020 20200224 4312 20200129 1030 8395 3 5 5 4312 0 0 0 0 001 CALIFORNI BIRCH RD 0 Y A - N N 0 0 0 1 A - 03 22350 N B I A A H - A D 0 Y - 0 0 0 0 0 0 0 0 0 - -20-0539 9064065 2020 20200509 4312 20200304 925 4598 3 5 5 4312 0 0 0 0 CALIFORNI BIRCH ST 150 W N A - N N 0 0 0 2 A - 03 22350 N C C A A H - A D 0 Y - 0 0 0 0 0 0 0 0 0 - -20-1164 9195043 2020 20210115 4312 20201128 416 8442 6 5 5 4312 0 0 0 0 001 BIRCH ST SHERIDAN 75 S N A - N Y 3 0 1 1 A - 01 23152 A N A I A A H - C D 0 Y Y A 01 0 1 0 0 0 0 0 0 0 - -20-4702 9241814 2021 20210420 4312 20210309 1245 3422 2 5 5 4312 0 0 0 0 002 BIRCH ST CALIFORNI 160 S N A B N N 0 0 0 1 A - 08 22107 N E J A A H - - A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -21-0683 9367794 2021 20211216 4312 20211102 612 1514 2 5 5 4312 0 0 0 0 001 BIRCH ST SHERMAN 68 N N B - N Y 3 0 1 1 A - 08 22107 N E I A A H - C D 0 Y A 01 0 1 0 0 0 0 0 0 0 - -21-3570 9472338 2022 20220722 4312 20220625 2143 808680 81300 6 5 5 4312 0 0 0 0 PA1 PAGE MILL BIRCH AV 25 W N A - N N 0 0 0 2 D - 00 N B - A A H - C A 0 Y - - 0 0 0 0 0 0 0 0 0 - -22-02038 9482086 2022 20220812 4312 20220724 1248 807754 81300 7 5 5 4312 0 0 0 0 PA1 BIRCH ST SHERIDAN 120 S N A - N Y 3 0 3 2 A - 03 22350 N D C A A H - A D 0 Y A 01 0 3 0 0 0 0 0 0 0 - -22-02391 91367182 2020 20201215 9330 20201205 1730 022504 6 2 4 4305 0 3 5 2 007 PAGE MILL COYOTE H 0 Y A - N Y 0 0 0 2 A - 12 21453 A N D C A A H - B A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -37.40291 122.157 9330-2020 91571453 2021 20210916 9330 20210903 1510 022053 5 2 9 4300 0 3 5 2 007 PAGE MILL COYOTE HI 200 W N A - N Y 4 0 3 4 A - 03 22350 N B C A A H - A A 0 Y A 01 0 0 3 0 0 0 0 0 0 - -37.4026 122.157 9330-2021 92314750 2024 20240215 9330 20240205 1420 023587 1 2 9 4300 0 1 1 2 074 PAGE MILL COYOTE HI 0 Y B - N Y 3 0 1 2 A - 09 21800 D N D C A A H - A B 0 Y A 01 0 1 0 0 0 0 0 0 0 - -37.40289 122.1571 9330-2024 9018284 2020 20200121 4312 20200103 905 8239 PALOA 5 5 5 4312 0 0 0 0 002 FABER PL EMBARCA 360 S N A - N N 0 0 0 2 A - 08 22107 M C E A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-0054 9083731 2020 20201023 4312 20200326 1338 4130 4 5 5 4312 0 0 0 0 EMBARCA EMBARCA 0 Y A - N N 0 0 0 1 A - 03 22350 N E J A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -37.45463 122.1099 20-1429 9177867 2020 20210111 4312 20201027 1805 8702 4312 2 5 5 4312 0 0 0 0 002 BAYSHORE EMBARCA 220 N A - N N 4 0 1 2 A - 04 21703 F C C A A H - B D 0 Y - 99 0 0 1 0 0 0 0 0 0 - -20-4239 9208277 2020 20210204 4312 20201022 2 7190 4 5 5 4312 0 0 0 0 002 EAST BAYS EMBARCA 365 N N A - N Y 2 0 1 1 A - 03 22350 N - I A A H - C B 0 Y Y C 02 1 0 0 0 0 0 0 0 1 - -20-4157 9208693 2021 20210315 4312 20210104 1312 7113 1 5 5 4312 0 0 0 0 EAST BAYS EMBARCA 1056 N N C - N N 0 0 0 1 A - 03 22350 M E I A B H - A A 0 Y A 07 0 0 0 0 0 0 0 0 0 - -21-0038 9235260 2021 20210417 4312 20210331 640 8142 3 5 5 4312 0 0 0 0 002 EMBARCA EAST BAYS 0 Y A - N N 0 0 0 1 A - 08 22107 M E I A A H - B A 0 Y - 0 0 0 0 0 0 0 0 0 - -21-0924 9242522 2021 20210421 4312 20210301 822 7113 1 5 5 4312 0 0 0 0 002 BAYSHORE EMBARCA 100 N N A - N N 0 0 0 2 D - 00 N B C A A H - A A 0 Y - - 0 0 0 0 0 0 0 0 0 - -21-0601 9266784 2021 20210608 4312 20210525 1034 8142 2 5 5 4312 0 0 0 0 002 FABER PL EMBARCA 380 S N A - N N 3 0 1 2 A - 09 21801 A N E I A A H - A D 0 Y Y A 01 0 1 0 0 0 0 1 0 0 - -21-1537 9274970 2021 20210702 4312 20210618 1243 02308 4312 5 5 5 4312 0 0 0 0 002 EMBARCA EAST BAYS 77 W N A - N N 0 0 0 2 D - 00 N B C A A H - A A 0 Y - - 0 0 0 0 0 0 0 0 0 - -21-1816 9323339 2021 20211016 4312 20210916 1215 8069 4 5 5 4312 0 0 0 0 002 EMBARCA EAST BAYS 150 W N A - N N 0 0 0 2 A - 08 22107 M B C A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -37.44948 122.1204 21-2971 9353574 2021 20211106 4312 20211028 1145 7816 PALO 4 5 5 4312 0 0 0 0 002 EMBARCA EAST BAYS 0 W N A - N N 3 0 1 3 A - 03 22350 F C C A A H - A D 0 Y - 0 1 0 0 0 0 0 0 0 - -21-3515 9380356 2021 20220118 4312 20211222 941 807894 80100 3 5 5 4312 0 0 0 0 PA2 EAST BAYS EMBARCA 123 N C - N N 0 0 0 2 A - 08 22107 N A D A B H - A D 0 Y D 22 0 0 0 0 0 0 0 0 0 - -37.44974 122.1197 21-04217 9389043 2022 20220128 4312 20220108 305 808794 80100 6 5 5 4312 0 0 0 0 PA2 EMBARCA BAYSHORE 730 W N A - N N 0 0 0 2 A - 09 21804 A M B C A A H - C D 0 Y A 08 0 0 0 0 0 0 0 0 0 - -22-00076 9450918 2022 20220712 4312 20220513 819 808914 80100 5 5 5 4312 0 0 0 0 PA2 FABER PL EMBARCA 1056 S N A - N N 3 0 1 2 D - 00 N B - A A H - A D 0 Y Y - - 0 1 0 0 0 0 1 0 0 - -37.44973 122.1153 22-01490 82376632 2024 20240429 4312 20240410 1354 808993 87200 3 5 5 4312 0 0 0 0 PA2 COWPER S EMBARCA 0 Y A - N N 4 0 1 2 A - 09 21802 A N D C A A D - A A 0 Y A 01 0 0 1 0 0 0 0 0 0 - -24-01323 82430557 2024 20240704 4312 20240701 258 809071 1 5 5 4312 0 0 0 0 PA2 MIDDLEFIE EMBARCA 0 Y A - N N 3 0 2 2 A - 12 21453 A N D C A A H - C A 0 Y - - 0 1 1 0 0 0 0 0 0 - -24-02390 84410258 2024 20240927 4312 20240910 1600 807494 2 5 5 4312 0 0 0 0 PA2 EMBARCA MIDDLEFIE 0 Y A - N N 3 0 1 2 A - 00 21650 6 N B G A A H - A A 0 Y Y L 04 0 1 0 0 0 0 1 0 0 - -24-3358 9018272 2020 20200117 4312 20200107 2500 5623 4312 2 5 5 4312 0 0 0 0 EMBARCA WEBSTER 0 Y A - N Y 0 0 0 2 A - 03 22350 N D C A A H - C A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-0151 9018305 2020 20200121 4312 20200109 931 8068 4 5 5 4312 0 0 0 0 002 EMBARCA COWPER S 0 Y B - N Y 4 0 1 2 A - - N D C A B H - A A 0 Y - - 0 0 1 0 0 0 0 0 0 - -20-0182 9025508 2020 20200317 4312 20200116 1700 5623 PAPD 4 5 5 4312 0 0 0 0 EMBARCA MIDDLEFIE 49 W N C - N N 0 0 0 2 A - 03 22350 N C C A B H - B A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -200329 9025520 2020 20200317 4312 20200115 702 8137 3 5 5 4312 0 0 0 0 002 ALMA ST EMBARCA 0 E N A - N N 0 0 0 1 D - 00 M E I A - H - D D 0 Y - - 0 0 0 0 0 0 0 0 0 - -20-0291 9035464 2020 20200826 4312 20200731 434 8442 5 5 5 4312 0 0 0 0 002 EMBARCA BRYANT ST 0 Y A - N N 0 0 0 2 A - 08 22100 A N B A A - H - C A 0 Y J 48 0 0 0 0 0 0 0 0 0 - -20-2904 9131887 2020 20201006 4312 20200724 957 02308 4312 5 5 5 4312 0 0 0 0 002 EMBARCA COWPER S 0 Y A - N Y 3 0 2 2 A - 09 21802 A N D C A A H - A D 0 Y A 01 0 1 1 0 0 0 0 0 0 - -20-2791 9139767 2020 20201109 4312 20200806 1129 04807 4 5 5 4312 0 0 0 0 002 EMBARCA COWPER S 0 Y A - N Y 0 0 0 2 A - 09 21802 A N D C A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-2994 9156175 2020 20201119 4312 20200919 1400 7200 4312 6 5 5 4312 0 0 0 0 002 EMBARCA MIDDLEFIE 30 E N A - N N 3 0 1 2 A - 03 22350 F C C A A H - A A 0 Y A 07 0 1 0 0 0 0 0 0 0 - -20-3700 9163900 2020 20201002 4312 20200914 2022 8733 1 5 5 4312 0 0 0 0 002 EMBARCA BRYANT ST 0 Y A - N 3 0 3 2 A - 08 22101 D N D C A A D - C A 0 Y A 07 0 3 0 0 0 0 0 0 0 - -20-3621 9237614 2021 20210413 4312 20210228 110 7754 4312 7 5 5 4312 0 0 0 0 002 EMBARCA HIGH ST 174 E N A - N N 3 0 2 2 A - 05 21651 A N A C A A H - D D 0 Y Y Y A 01 0 2 0 0 0 0 0 0 1 - -21-0593 9237684 2021 20210407 4312 20210228 1536 8734 7 5 5 4312 0 0 0 0 MIDDLEFIE EMBARCA 327 N N A - N N 0 0 0 1 D - 00 M E I A A H - A D 0 Y - - 0 0 0 0 0 0 0 0 0 - -21-0596 9247542 2021 20210423 4312 20210406 942 8142 PALO 2 5 5 4312 0 0 0 0 002 EMBARCA EMERSON 0 Y A - N N 4 0 2 2 A - 03 22350 M C C A A H - A A 0 Y A 01 0 0 2 0 0 0 0 0 0 - -21-0986 9255191 2021 20210510 4312 20210322 1736 8130 1 5 5 4312 0 0 0 0 HIGH ST EMBARCA 0 Y A - N N 3 0 1 2 A - 05 21650 1 N D G A A H - A D 0 Y Y L 04 0 1 0 0 0 0 1 0 0 - -21-0831 9275530 2021 20210722 4312 20210630 850 7815 PALO 3 5 5 4312 0 0 0 0 002 EMBARCA MIDDLEFIE 24 W N A - N N 0 0 0 2 D - 00 N B C A A H - A A 0 Y Y - - 0 0 0 0 0 0 0 0 0 - -21-1975 9284634 2021 20210723 4312 20210618 617 6911 5 5 5 4312 0 0 0 0 EMBARCA KINGSLEY 0 Y A - N Y 4 0 1 1 A - 08 22107 N A I A A H - A A 0 Y Y F 27 0 0 1 0 0 0 0 0 0 - -21-1813 9290395 2021 20210908 4312 20210720 926 04807 2 5 5 4312 0 0 0 0 002 ALMA ST EMBARCA 9 N N A - N N 0 0 0 1 A - 08 22107 N E I A A H - A D 0 Y Y F 26 0 0 0 0 0 0 0 0 0 - -21-2244 9313079 2021 20211004 4312 20210817 1940 8536 PALOA 2 5 5 4312 0 0 0 0 002 EMBARCA COWPER S 0 Y A - N Y 3 0 2 2 A - 09 21802 A N D C A A H - A A 0 Y A 01 0 1 1 0 0 0 0 0 0 - -21-2603 9327404 2021 20211021 4312 20210925 1616 8680 4312 6 5 5 4312 0 0 0 0 002 BRYANT ST EMBARCA 0 Y A - N N 0 0 0 1 A - 08 22107 N - I A A H - A A 0 Y E 22 0 0 0 0 0 0 0 0 0 - -21-3091 9380600 2022 20220127 4312 20220103 1218 803422 87200 1 5 5 4312 0 0 0 0 PA2 EMBARCA WAVERLEY 0 - G - N N 3 0 1 2 A - 12 21453 A N A A A - - - E A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -37.4403 122.1496 22-00014 9450919 2022 20220617 4312 20220516 1520 804456 83200 1 5 5 4312 0 0 0 0 PA2 MIDDLEFIE EMBARCA 450 N N A - N Y 4 0 2 2 A - 05 21460 A N A C A A H - A D 0 Y A 01 0 0 2 0 0 0 0 0 0 - -37.44272 122.1446 22-01535 9451249 2022 20220617 4312 20220501 1451 808130 87200 7 5 5 4312 0 0 0 0 PA2 EMBARCA COWPER S 0 Y A - N N 0 0 0 2 A - 09 21801 A N D D A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -22-01334 9493524 2022 20220915 4312 20220810 750 805859 87200 3 5 5 4312 0 0 0 0 PA2 BRYANT ST EMBARCA 85 S N A - N N 4 0 1 2 A - 17 22517 N B G A A H - A D 0 Y Y A 01 0 0 1 0 0 0 1 0 0 - -37.43968 122.1517 22-02611 82430557 2024 20240704 4312 20240701 258 809071 1 5 5 4312 0 0 0 0 PA2 MIDDLEFIE EMBARCA 0 Y A - N N 3 0 2 2 A - 12 21453 A N D C A A H - C A 0 Y - - 0 1 1 0 0 0 0 0 0 - -24-02390 82444242 2024 20240722 4312 20240713 128 809217 6 5 5 4312 0 0 0 0 PA2 1000 BLOC GREER RO 225 E N A - N Y 3 0 2 2 A - 01 23152 A N B C A A H - C D 0 Y Y A 01 0 1 1 0 0 0 0 0 0 - -24-02567 84410258 2024 20240927 4312 20240910 1600 807494 2 5 5 4312 0 0 0 0 PA2 EMBARCA MIDDLEFIE 0 Y A - N N 3 0 1 2 A - 00 21650 6 N B G A A H - A A 0 Y Y L 04 0 1 0 0 0 0 1 0 0 - -24-3358 9025508 2020 20200317 4312 20200116 1700 5623 PAPD 4 5 5 4312 0 0 0 0 EMBARCA MIDDLEFIE 49 W N C - N N 0 0 0 2 A - 03 22350 N C C A B H - B A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -200329 9026948 2020 20200529 4312 20200202 1057 8137 7 5 5 4312 0 0 0 0 002 NORTH CA EMBARCA 6 S N A - N N 3 0 1 2 A - 12 22450 A N D B B A H - A D 0 Y Y A 01 0 1 0 0 1 0 0 0 0 - -20-0602 9037378 2020 20200228 4312 20200117 825 4598 5 5 5 4312 0 0 0 0 EMBARCA GREER RD 0 Y B - N N 0 0 0 2 A - 12 21453 A N D C A B H - A A 0 Y - 0 0 0 0 0 0 0 0 0 - -20-0335 9043551 2020 20200515 4312 20200211 916 8142 2 5 5 4312 0 0 0 0 002 EMBARCA WALNUT D 0 Y A - N Y 0 0 0 2 A - 08 22107 N A C A A H - A D 0 Y - 0 0 0 0 0 0 0 0 0 - -20-0761 9043578 2020 20200528 4312 20200209 1725 6986 7 5 5 4312 0 0 0 0 EMBARCA GREER RD 0 Y A - N Y 4 0 2 2 A - 03 22350 N C C A A H - A A 0 Y A 01 0 0 2 0 0 0 0 0 0 - -20-0736 9061757 2020 20200623 4312 20200306 755 1514 CO 5 5 5 4312 0 0 0 0 002 EMBARDA SAINT FRA 40 W N A - N N 4 0 1 3 A - 03 22350 N C C A A H - A A 0 Y A 01 0 0 1 0 0 0 0 0 0 - -20-1188 9082175 2020 20200713 4312 20200319 155 7815 4312 4 5 5 4312 0 0 0 0 002 EMBARCA GREER RD 0 Y A - N Y 3 0 3 2 A - 09 21801 A N A C A B H - C A 0 Y Y A 01 0 2 1 0 0 0 0 0 0 - -20-1384 9094806 2020 20200814 4312 20200321 1159 4741 6 5 5 4312 0 0 0 0 WEST BAY EMBARCA 200 E N B - N N 0 0 0 1 A - 05 21651 B M E I A A H - A D 0 Y Y - 0 0 0 0 0 0 0 0 0 - -20-1400 9096819 2020 20200724 4312 20200116 755 8137 4 5 5 4312 0 0 0 0 002 GREER RD EMBARDA 6 N A - N N 0 0 0 2 A - 08 22107 N B C A B H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-0316 9123750 2020 20200916 4312 20200625 432 8063 PALOA 4 5 5 4312 0 0 0 0 002 EMBARCA WILDWOO 30 E N A - N Y 2 0 1 1 A - 01 23152 A N F I A A H - C D 0 Y Y A 01 1 0 0 0 0 0 0 0 0 - -20-2391 9139846 2020 20201016 4312 20200812 1530 7189 3 5 5 4312 0 0 0 0 EMBARCA GREER RD 0 Y A - N N 3 0 1 2 A - 09 21801 A N D C A A H - A A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -20-3122 9141118 2020 20200930 4312 20200825 2300 7754 4312 2 5 5 4312 0 0 0 0 002 EMBARCA HEATHER L 0 Y - - N N 3 0 1 2 D - 00 F - G A - - - - A 0 Y Y - - 0 1 0 0 0 0 1 0 0 - - 20 - 3305 9156175 2020 20201119 4312 20200919 1400 7200 4312 6 5 5 4312 0 0 0 0 002 EMBARCA MIDDLEFIE 30 E N A - N N 3 0 1 2 A - 03 22350 F C C A A H - A A 0 Y A 07 0 1 0 0 0 0 0 0 0 - -20-3700 9160408 2020 20210107 4312 20201012 1350 7467 1 5 5 4312 0 0 0 0 002 EMBARCA GUINDA S 10 W N A - N N 0 0 0 4 A - 03 22350 N C C A A H - A D 0 Y A 08 0 0 0 0 0 0 0 0 0 - -20-4014 9182474 2020 20210208 4312 20201108 2126 7754 4312 7 5 5 4312 0 0 0 0 002 EMBARCA MORTON S 64 W N A - N Y 3 0 1 2 A - 01 23152 A N C E A A H - D D 0 Y Y A 01 0 1 0 0 0 0 0 0 0 - -20-4406 9193474 2020 20210126 4312 20201127 2053 8793 5 5 5 4312 0 0 0 0 EMBARCA SAINT FRA 100 W N A - N N 0 0 0 2 A - 08 22107 N B C A A H - C D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-4700 9193478 2020 20210126 4312 20201125 1352 8702 4312 3 5 5 4312 0 0 0 0 002 EMBAR CA WEST BAY 75 W N A - N N 0 0 0 2 A - 08 22107 N B C A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-4679 9223077 2020 20210219 4312 20201219 1820 8702 4312 6 5 5 4312 0 0 0 0 002 EMBARCA WALNUT D 10 E N A - N Y 0 0 0 3 A - 08 22107 N B C A A H - C D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-5051 9234213 2021 20210325 4312 20210205 1638 8702 4312 5 5 5 4312 0 0 0 0 002 EMBARCA ST FRANCI 275 E N A - N Y 0 0 0 2 A - 08 22107 N B C A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -21-0373 9237684 2021 20210407 4312 20210228 1536 8734 7 5 5 4312 0 0 0 0 MIDDLEFIE EMBARCA 327 N N A - N N 0 0 0 1 D - 00 M E I A A H - A D 0 Y - - 0 0 0 0 0 0 0 0 0 - -21-0596 9239390 2021 20210422 4312 20210330 123 8536 2 5 5 4312 0 0 0 0 EMBARCA ST FRANCI 30 W N A - N Y 4 0 1 1 A - 03 22350 N A I A A H - C A 0 Y A 01 0 0 1 0 0 0 0 0 0 - -21-0913 9248477 2021 20220525 4312 20210313 1810 8130 6 5 5 4312 0 0 0 0 002 NEWELL R EMBARCA 260 N N A - N Y 0 0 0 1 A - 01 23152 A N E I A A H - C D 0 Y Y A 01 0 0 0 0 0 0 0 0 0 - -21-0725 9265918 2021 20210602 4312 20210512 817 8794 4312 3 5 5 4312 0 0 0 0 002 EMBARCA GREER RD 200 W N A - N Y 0 0 0 2 A - 06 21750 A N B E A A H - A D 0 Y I 11 0 0 0 0 0 0 0 0 0 - -21-1390 9265996 2021 20210527 4312 20210517 259 7754 4312 1 5 5 4312 0 0 0 0 002 EMBARCA GREER RD 386 W N A - N Y 3 0 1 2 A - 08 22107 N C E A A H - C D 0 Y A 01 0 1 0 0 0 0 0 0 0 - -21-1442 9275530 2021 20210722 4312 20210630 850 7815 PALO 3 5 5 4312 0 0 0 0 002 EMBARCA MIDDLEFIE 24 W N A - N N 0 0 0 2 D - 00 N B C A A H - A A 0 Y Y - - 0 0 0 0 0 0 0 0 0 - -21-1975 9279020 2021 20210709 4312 20210605 1204 8680 6 5 5 4312 0 0 0 0 002 EMBARCA GREER RD 0 Y A - N N 4 0 1 2 A - 09 21801 N D G A A - - A A 0 Y Y A 01 0 0 1 0 0 0 1 0 0 - -21-1659 9279173 2021 20210712 4312 20210614 937 03422 1 5 5 4312 0 0 0 0 002 EMBARCA SAINT FRA 360 E N A - N N 0 0 0 2 A - 07 21658 A N B C A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -21-1767 9284097 2021 20210720 4312 20210628 1625 4598 1 5 5 4312 0 0 0 0 EMBARCA GUINDA S 25 W N A - N Y 0 0 0 2 A - 21 22106 N B C A A H - A D 0 Y - 0 0 0 0 0 0 0 0 0 - -21-1949 9313143 2021 20210921 4312 20210815 1543 5661 SANTA 7 5 5 4312 0 0 0 0 SANTAC EMBARCA FULTON ST 0 Y A - N N 0 0 0 2 A - 03 22350 N C C A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -21-2575 9318303 2021 20211104 4312 20210901 1903 8536 4312 3 5 5 4312 0 0 0 0 002 EMBARCA GREER RD 22 W N A - N Y 3 0 1 2 A - 03 22350 A N C C A A H - A A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -21-2790 9343017 2021 20211019 4312 20210925 2339 8734 4312 6 5 5 4312 0 0 0 0 EMBARCA GREER RD 0 Y A - N N 2 0 1 2 A - 17 21451 A N D C A A H - C A 0 Y Y A 01 1 0 0 0 0 0 0 0 1 - -21-3094 9354750 2021 20211101 4312 20211019 1410 5900 2 5 5 4312 0 0 0 0 EMBARCA GREER RD 0 Y A - N Y 3 0 2 2 A - 09 21801 N D C A A H - A A 0 Y A 07 0 1 1 0 0 0 0 0 0 - -21-3411 9370771 2021 20220111 4312 20211205 1220 808069 87100 7 5 5 4312 0 0 0 0 PA2 EMBARCA SAINT FRA 0 Y B - N N 3 0 2 2 A - 12 21453 A N D C A A H - A A 0 Y A 01 0 1 1 0 0 0 0 0 0 - -37.44687 122.1266 21-03991 9371899 2021 20220316 4312 20211230 1055 56841 87100 4 5 5 4312 0 0 0 0 PA2 NEWELL R EMBARCA 0 Y A - N Y 3 0 5 2 C - 18 N D C A A H - C A 0 Y - - 0 5 0 0 0 0 0 0 0 - -37.44311 122.1397 21-07400 9389043 2022 20220128 4312 20220108 305 808794 80100 6 5 5 4312 0 0 0 0 PA2 EMBARCA BAYSHORE 730 W N A - N N 0 0 0 2 A - 09 21804 A M B C A A H - C D 0 Y A 08 0 0 0 0 0 0 0 0 0 - -22-00076 9450919 2022 20220617 4312 20220516 1520 804456 83200 1 5 5 4312 0 0 0 0 PA2 MIDDLEFIE EMBARCA 450 N N A - N Y 4 0 2 2 A - 05 21460 A N A C A A H - A D 0 Y A 01 0 0 2 0 0 0 0 0 0 - -37.44272 122.1446 22-01535 9482087 2022 20220812 4312 20220720 1349 808068 83200 3 5 5 4312 0 0 0 0 PA2 EMBARCA NEWELL R 266 W N A - N N 4 0 1 2 A - 03 22350 N C C A A H - A D 0 Y A 01 0 0 1 0 0 0 0 0 0 - -22-02358 9484397 2022 20220817 4312 20220717 2100 808069 80200 7 5 5 4312 0 0 0 0 PA2 EMBARCA SAINT FRA 500 E N A - N N 0 0 0 2 A - 08 22107 N B C A A H - C D 0 Y A 07 0 0 0 0 0 0 0 0 0 - -22-02316 9484398 2022 20220817 4312 20220721 1232 808914 83200 4 5 5 4312 0 0 0 0 PA2 NEWELL R EMBARCA 300 N N A - N N 0 0 0 1 A - 03 22350 N E I A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -37.44408 122.1392 22-02367 9493525 2022 20220919 4312 20220819 1857 808906 80200 5 5 5 4312 0 0 0 0 PA2 EMBARCA WILDWOO 90 W N A - N N 3 0 2 1 A - 03 22350 A N H - A A H - A D 0 Y Y C 02 0 2 0 0 0 0 0 0 2 - -22-02726 9493529 2022 20220915 4312 20220816 1745 808069 87100 2 5 5 4312 0 0 0 0 PA2 GREER RD EMBARCA 0 Y A - N N 4 0 3 3 A - 09 21801 A N D C A A H - A A 0 Y A 01 0 0 3 0 0 0 0 0 0 - -22-02683 9786040 2024 20250318 4312 20240219 2106 805241 87100 1 5 5 4312 0 0 0 0 PA2 EMBARCA NEWELL R 21 W N C - N Y 1 1 0 3 A - 05 21202 A F C G A C H - C A 0 Y Y L 04 0 0 0 0 0 1 0 0 0 - -37.44311 122.1397 24-00654 81479891 2021 20210524 4307 20210414 1342 S097 LG305 3 5 4 4307 0 0 0 0 003 UNIVERSIT W CURB LI 5 W - A - N N 0 0 0 1 A - 16 24002 A N H C A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -37.22655 121.9803 21-0638 83097291 2024 20240801 4312 20240726 1202 808993 5 5 5 4312 0 0 0 0 PA2 UNIVERSIT CENTER D 181 E N A - N N 0 0 0 2 A - 03 22350 N C C A A D - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -24-02755 84472280 2024 20241118 4312 20241113 1800 809422 3 5 5 4312 0 0 0 0 PA2 UNIVERSIT MIDDLEFIE 0 Y A - N Y 3 0 2 2 A - 09 21801 A N A C A A H - C A 0 Y A 01 0 2 0 0 0 0 0 0 0 - -24-4231 9018294 2020 20200121 4312 20200104 850 8239 PALOA 6 5 5 4312 0 0 0 0 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0 - -20-2065 9106344 2020 20200814 4312 20200528 1617 8680 4 5 5 4312 0 0 0 0 002 UNIVERSIT LINCOLN S 50 E N A - N N 0 0 0 2 A - 03 22350 M C C A A H - A A 0 Y Y A 07 0 0 0 0 0 0 0 0 0 - -20-2052 9125188 2020 20200916 4312 20200710 755 8142 5 5 5 4312 0 0 0 0 002 UNIVERSIT CENTER D 60 E N A - N Y 4 0 1 2 A - 03 22350 N C C A A H - A D 0 Y A 01 0 0 1 0 0 0 0 0 0 - -20-2582 9141632 2020 20201013 4312 20200822 1558 8680 6 5 5 4312 0 0 0 0 002 UNIVERSIT MIDDLE FI 0 Y A - N Y 3 0 2 3 A - 12 21453 A N D C A A H - A A 0 Y D 23 0 1 1 0 0 0 0 0 0 - - 20 3274 9182475 2020 20210203 4312 20201103 1148 8755 2 5 5 4312 0 0 0 0 UNIVERSIT UNIVERSIT 223 E N A - N N 3 0 1 2 A - 03 22350 N C C A A H - - D 0 Y A 01 0 1 0 0 0 0 0 0 0 - -20-4330 9195044 2020 20210115 4312 20201130 1252 8794 1 5 5 4312 0 0 0 0 UNIVERSIT MIDDLEFIE 0 Y A - N N 3 0 1 2 A - 09 21801 A N D G A A H - A A 0 Y Y A 01 0 1 0 0 0 0 1 0 0 - -20-4808 9208223 2020 20210302 4312 20201229 1929 8755 2 5 5 4312 0 0 0 0 UNIVERSIT CENTER D 154 W N A - N N 0 0 0 1 C - 18 M E H A A H - D D 0 Y - - 0 0 0 0 0 0 0 0 0 - -20-5192 9222727 2021 20210324 4312 20210115 1217 8680 4312 5 5 5 4312 0 0 0 0 002 UNIVERSIT LINCOLN A 0 Y A - N Y 4 0 4 2 A - 09 21801 A N D C A A H - A A 0 Y A 01 0 0 4 0 0 0 0 0 0 - -21-0150 9234171 2021 20210402 4312 20210208 1853 8472 1 5 5 4312 0 0 0 0 002 UNIVERSIT LINCOLN A 48 E N A - N Y 3 0 2 1 C - 18 N - I A A H - C A 0 Y - - 0 1 1 0 0 0 0 0 0 - -21-0399 9235280 2021 20210426 4312 20210327 1641 8750 6 5 5 4312 0 0 0 0 002 UNIVERSIT CHAUCER 0 Y A - N Y 0 0 0 2 A - 08 22107 N B C A A H - A A 0 Y A 08 0 0 0 0 0 0 0 0 0 - -21-0875 9241672 2021 20210417 4312 20210318 1134 8680 4 5 5 4312 0 0 0 0 002 UNIVERSIT GUINDA S 0 Y C - N N 3 0 1 2 A - 09 21801 A N D C A B H - A A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -21-0777 9267232 2021 20210608 4312 20210524 1641 8130 PALOA 1 5 5 4312 0 0 0 0 002 UNIVERSIT W CRESCE 100 S N A - N Y 0 0 0 3 A - 03 22350 N C C A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -21-1530 9267274 2021 20210702 4312 20210524 1559 8130 1 5 5 4312 0 0 0 0 UNIVERSIT W CRESCE 75 S N A - N N 0 0 0 2 A - 03 22350 N C C A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - - 9275797 2021 20210628 4312 20210615 1652 6647 PALO 2 5 5 4312 0 0 0 0 002 UNIVERSIT MARLOWE 20 E N A - N Y 0 0 0 2 A - 08 22107 N D I A A H - A A 0 Y A 07 0 0 0 0 0 0 0 0 0 - -21-1786 9279022 2021 20210707 4312 20210609 1315 8239 4312 3 5 5 4312 0 0 0 0 002 UNIVERSIT PALM ST 55 E N A - N Y 4 0 1 1 C - 18 N A I A A H - A A 0 Y - - 0 0 1 0 0 0 0 0 0 - -21-1698 9312838 2021 20210918 4312 20210802 1932 8792 1 5 5 4312 0 0 0 0 UNIVERSIT CHAUCER 0 Y A - N Y 0 0 0 2 D - 00 N D C A A H - A A 0 Y - - 0 0 0 0 0 0 0 0 0 - -21-2423 9375025 2021 20211214 4312 20211129 1304 8733 SANTA 1 5 5 4312 0 0 0 0 002 UNIVERSIT UNIVERSIT 0 - A - N Y 3 0 2 2 A - 09 21804 A N D C A A H - A D 0 Y A 08 0 2 0 0 0 0 0 0 0 - -21-3914 9378271 2021 20220121 4312 20211224 1328 808792 8310 5 5 5 4312 0 0 0 0 PA2 UNIVERSIT CHAUCER 0 Y A - N N 3 0 1 2 A - 10 21950 A N A B B A H - A A 0 Y Y A 01 0 1 0 0 1 0 0 0 0 - -37.45555 122.152 21-04253 9378274 2021 20220121 4312 20211221 1223 802308 8310 2 5 5 4312 0 0 0 0 PA2 UNIVERSIT PALM AV 65 W N B - N Y 3 0 1 3 A - 03 22350 N C C A A H - A A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -37.45585 121.8521 21-04207 9417704 2022 20220516 4312 20220401 1640 806195 5 5 5 4312 0 0 0 0 PA2 UNIVERSIT CENTER D 0 Y A - N N 3 0 1 2 A - 03 22350 N D J A A H - A D 0 Y A 01 0 1 0 0 0 0 0 0 0 - -37.45653 122.1442 22-01012 9437834 2022 20220519 4312 20220425 804 808914 83100 1 5 5 4312 0 0 0 0 PA2 UNIVERSIT MIDDLEFIE 0 Y A - N Y 0 0 0 2 A - 17 21461 A N D C A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -22-01267 9444737 2022 20220526 4312 20220503 921 808069 83100 2 5 5 4312 0 0 0 0 PA2 UNIVERSIT CHAUCER 0 Y A - N N 0 0 0 2 A - 09 21801 A N B C A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -22-01355 9472334 2022 20220722 4312 20220628 826 804807 83100 2 5 5 4312 0 0 0 0 PA2 UNIVERSIT LINCOLN A 0 Y A - N Y 4 0 1 3 A - 09 21801 A N D C A A H - A A 0 Y A 01 0 0 1 0 0 0 0 0 0 - -37.45528 122.1466 22-02078 9480105 2022 20220719 4312 20220629 1539 807894 83100 3 5 5 4312 0 0 0 0 PA2 UNIVERSIT GUINDA S 88 W N A - N N 3 0 2 3 A - 03 22350 N C D A A H - A D 0 Y A 07 0 2 0 0 0 0 0 0 0 - -22-02096 9482088 2022 20220812 4312 20220720 1715 807190 83100 3 5 5 4312 0 0 0 0 PA2 UNIVERSIT CENTER D 50 W N A - N N 3 0 1 2 A - 03 22350 N C C A A H - A D 0 Y A 01 0 1 0 0 0 0 0 0 0 - -37.45622 122.1443 22-02364 9570691 2023 20230413 4305 20230204 830 10372 1306 6 5 4 4305 0 0 0 0 LA1 UNIVERSIT MIDDLEBU 0 Y A - N N 0 0 0 1 A - 08 22107 N B E A A H - A D 0 Y A 07 0 0 0 0 0 0 0 0 0 - -37.3806 122.121 23-0124 82322395 2024 20240226 4312 20240211 1222 809089 82200 7 5 5 4312 0 0 0 0 PA3 SAN ANTO MIDDLEFIE 110 W N A - N Y 3 0 2 2 A - 03 22350 N C C A A H - A A 0 Y A 01 0 2 0 0 0 0 0 0 0 - -24-00549 84540851 2024 20250117 4312 20240110 2359 809422 3 5 5 4312 0 0 0 0 PA3 MIDDLEFIE MONTROS 0 Y A - N N 0 0 0 2 A - 12 21453 A N B E A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -25-0139 9018314 2020 20200121 4312 20200106 1230 8002 PALOA 1 5 5 4312 0 0 0 0 003 MIDDLEFIE MIDDLEFIE 20 W N A - N N 3 0 1 2 - - - N G B F A H - A D 0 Y Y - - 0 1 0 0 1 0 0 0 0 - -20-0111 9027282 2020 20200224 4312 20200126 20 7815 4312 7 5 5 4312 0 0 0 0 003 SAN ANTO MIDDLEFIE 59 E N A - N Y 4 0 1 2 D - 00 N D C A B H - C A 0 Y - - 0 0 1 0 0 0 0 0 0 - -20-0481 9056265 2020 20200320 4312 20200220 1824 8733 PALO 4 5 5 4312 0 0 0 0 003 MIDDLEFIE MONTROS 0 Y A - N Y 3 0 1 2 A - 09 21801 A N D C A A H - C A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -20-0950 9061753 2020 20200623 4312 20200306 1021 6200 5 5 5 4312 0 0 0 0 003 MIDDLEFIE SAN ANTO 63 S N A - N N 4 0 1 2 A - 03 22350 N C C A A H - A A 0 Y A 07 0 0 1 0 0 0 0 0 0 - -20-1203 9062119 2020 20200323 4312 20200224 1325 5623 4312 1 5 5 4312 0 0 0 0 003 SAN ANTO MIDDLEFIE 1319 E N A - N N 4 0 1 2 A - 08 22107 F B C A A H - A D 0 Y A 01 0 0 1 0 0 0 0 0 0 - -20-1015 9118407 2020 20200902 4312 20200619 1138 5726 5 5 5 4312 0 0 0 0 003 CHARLEST MIDDLEFIE 0 Y A - N N 4 0 2 3 A - 08 22107 N G B B A H - A A 0 Y Y A 01 0 0 2 0 2 0 0 0 0 - -20-2304 9127334 2020 20200930 4312 20200716 1239 04807 4 5 5 4312 0 0 0 0 003 E CHARLES MIDDLEFIE 21 E N A - N Y 4 0 1 2 A - 03 22350 N C C A A H - A A 0 Y A 01 0 0 1 0 0 0 0 0 0 - -20-2679 9147637 2020 20201021 4312 20200820 1130 7467 4 5 5 4312 0 0 0 0 003 SAN ANTO MIDDLEFIE 30 W N A - N N 0 0 0 2 A - 08 22107 N B C A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-3247 9152834 2020 20201130 4312 20200908 1222 7815 2 5 5 4312 0 0 0 0 SAN ANTO MIDDLEFIE 7 W N B - N N 0 0 0 2 A - 08 22107 N B E A A D - A A 0 Y Y F 26 0 0 0 0 0 0 0 0 0 - -20-3504 9187114 2020 20210129 4312 20201027 942 03422 2 5 5 4312 0 0 0 0 003 SAN ANTO MIDDLEFIE 12 E N A - N N 0 0 0 2 A - 08 22107 N B C A A H - A A 0 Y D 22 0 0 0 0 0 0 0 0 0 - -20-4232 9226534 2021 20210330 4312 20210224 1056 8680 3 5 5 4312 0 0 0 0 003 SAN ANTO MIDDLEFIE 0 Y A - N Y 4 0 2 3 A - 09 21453 C N D C A A H - A A 0 Y A 01 0 0 2 0 0 0 0 0 0 - -21-0558 9239389 2021 20210422 4312 20210325 1445 7815 4 5 5 4312 0 0 0 0 SAN ANTO MIDDLEFIE 20 W N A - N Y 2 0 1 2 A - 12 21453 A N D G A A H - A A 0 Y Y L 04 1 0 0 0 0 0 1 0 0 - -21-0861 9255698 2021 20210506 4311 20210323 536 L3953 2 5 5 4311 0 0 0 0 003 OLD MIDD MIDDLEFIE 0 Y A - N Y 0 0 0 2 A - 12 21453 A N B C A A H - B A 0 Y A 07 0 0 0 0 0 0 0 0 0 - -21001503- 9268675 2021 20210629 4311 20210407 750 N6205 3 5 5 4311 0 0 0 0 003 W MIDDLE OLD MIDD 44 W - A - N Y 3 0 2 2 A - 12 21453 A N D C A A H - A A 0 Y A 01 0 1 1 0 0 0 0 0 0 - -21001759 - 9312693 2021 20210927 4312 20210803 1602 8320 2 5 5 4312 0 0 0 0 003 SAN ANTO MIDDLEFIE 19 W N A - N N 0 0 0 2 A - 03 22350 M C C A A H - A A 0 Y D 22 0 0 0 0 0 0 0 0 0 - -21-2435 9312799 2021 20210921 4311 20210801 1445 R0085 7 5 5 4311 0 0 0 0 003 MIDDLEFIE OLD MIDD 87 W N A - N N 0 0 0 1 A - 05 21650 M E I A A H - A A 0 Y D 22 0 0 0 0 0 0 0 0 0 - -21004010- 9314023 2021 20211014 4312 20210820 2246 8142 3 5 5 5 4312 0 0 0 0 SAN ANTO MIDDLEFIE 200 W N A - N Y 0 0 0 1 A - 08 22107 N E I A A H - C D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -21-2646 9349752 2021 20211122 4312 20211005 1709 7113 4312 2 5 5 4312 0 0 0 0 003 MIDDLEFIE E CHARLES 6 N N A - N N 3 0 1 2 A - 08 22107 N D G A A H - A A 0 Y Y A 07 0 1 0 0 0 0 1 0 0 - -21-3207 9364016 2021 20211216 4312 20211116 1556 7816 2 5 5 4312 0 0 0 0 003 SAN ANTO MIDDLEFIE 0 Y A - N Y 3 0 2 3 A - 12 21453 N D C A A H - A A 0 Y A 01 0 1 1 0 0 0 0 0 0 - -21-3758 9375019 2021 20211222 4312 20211123 1500 5900 2 5 5 4312 0 0 0 0 E CHARLES MIDDLEFIE 0 Y A - N N 4 0 1 2 A - 12 21453 F G B B A H - A A 0 Y Y - 0 0 1 0 1 0 0 0 0 - -21-3855 9375023 2021 20211214 4312 20211130 1520 8793 2 5 5 4312 0 0 0 0 MIDDLEFIE SAN ANTO 57 S N A - N N 4 0 1 2 A - 03 22350 N - C A A H - A A 0 Y A 01 0 0 1 0 0 0 0 0 0 - -21-3935 9378172 2021 20220118 4312 20211214 2100 808914 82200 2 5 5 4312 0 0 0 0 PA3 MIDDLEFIE E CHARLES 0 Y A - N Y 0 0 0 2 A - 04 21703 M C C A A H - C A 0 Y Y A 07 0 0 0 0 0 0 0 0 0 - -37.41994 122.1101 21-04120 9381518 2022 20220128 4312 20220116 1215 808792 82200 7 5 5 4312 0 0 0 0 PA3 SAN ANTO MIDDLEFIE 0 Y A - N N 0 0 0 2 A - 03 22350 M C C A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -22-00161 9383624 2021 20220207 4311 20211116 1137 S3439 2 5 5 4311 0 0 0 0 003 MIDDLEFIE FAIRVIEW 170 E N A - N N 0 0 0 1 A - 03 22350 N E I E A H - C D 0 Y Y Y N 60 0 0 0 0 0 0 0 0 0 - -21006455- 9417603 2022 20220428 4312 20220328 1631 808914 89200 1 5 5 4312 0 0 0 0 PA3 MIDDLEFIE MONTROS 0 Y A - N Y 3 0 1 2 A - 09 21801 A N D C A A H - A A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -37.41809 122.1083 22-00962 9426084 2022 20220413 4312 20220315 1903 808536 82200 2 5 5 4312 0 0 0 0 PA3 MIDDLEFIE SAN ANTO 0 Y A - N N 0 0 0 2 A - 12 21453 A N D C A A H - B A 0 Y D 73 0 0 0 0 0 0 0 0 0 - -22-00816 9442468 2022 20220502 4311 20220211 1625 56463 5416 5 5 5 4311 0 0 0 0 MV3 FAIRVIEW W MIDDLE 0 Y A - N N 3 0 1 1 D - 00 N H J A A C - A D 0 Y Y - - 0 1 0 0 0 0 1 0 0 - -22-00796 9484401 2022 20220817 4312 20220718 305 808733 82200 1 5 5 4312 0 0 0 0 PA3 SAN ANTO MIDDLEFIE 0 Y A - N Y 0 0 0 2 A - 12 21453 A M D C A A H - C A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -22-02317 9533173 2022 20230119 4311 20221118 2500 54182 5416 5 5 5 4311 0 0 0 0 MV3 OLD MIDD MIDDLEFIE 0 Y A - N Y 0 0 0 1 A - 05 21651 A M E I A A H - C A 0 Y - 0 0 0 0 0 0 0 0 0 - -37.41533 122.1019 22-06655 9651277 2023 20240117 4311 20231117 1127 57509 5416 5 5 5 4311 0 0 0 0 MV3 OLD MIDD MIDDLEFIE 65 E N B - N Y 3 0 2 3 A - 09 21801 A N B C A A H - A D 0 Y Y A 01 0 2 0 0 0 0 0 0 0 - -23-06064 9655398 2023 20240201 4311 20231218 1247 55788 5416 1 5 5 4311 0 0 0 0 MV3 MIDDLEFIE SAN ANTO 490 E N B - N Y 4 0 1 2 A - 09 21804 A N D C A A H - A D 0 Y D 22 0 0 1 0 0 0 0 0 0 - -23-06612 9718897 2024 20240827 4311 20240607 723 55856 5416 5 5 5 4311 0 0 0 0 MV3 OLD MIDD MIDDLEFIE 0 Y A - N N 3 0 3 2 A - 08 22101 D N A C A A H - A A 0 Y A 01 0 3 0 0 0 0 0 0 0 - -24-03161 9719514 2024 20240802 4311 20240603 300 57100 5416 1 5 5 4311 0 0 0 0 MV3 W MIDDLE OLD MIDD 0 Y A - N Y 0 0 0 1 A - 05 21650 N E I A A H - C A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -24-03066 9719677 2024 20240909 4311 20240707 1506 56842 5416 7 5 5 4311 0 0 0 0 MV3 OLD MIDD W MIDDLE 0 Y A - N N 3 0 2 3 A - 12 21453 A N A C A A H - A A 0 Y A 08 0 2 0 0 0 0 0 0 0 - -24-03724 9762989 2024 20250127 4311 20241227 1237 53580 5416 5 5 5 4311 0 0 0 0 MV3 OLD MIDD MIDDLEFIE 60 E N A - N N 0 0 0 1 A - 05 21650 N E I A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -2407405 9775878 2024 20250128 4311 20241226 1713 57073 5416 4 5 5 4311 0 0 0 0 MV3 W MIDDLE SAN ANTO 575 E N C - N Y 3 0 2 2 A - 09 21804 B N D C A B H - C D 0 Y A 01 0 2 0 0 0 0 0 0 0 - -24-07392 82351427 2024 20240401 4312 20240315 1136 804807 89100 5 5 5 4312 0 0 0 0 PA3 MIDDLEFIE LOMA VER 0 Y A - N Y 4 0 1 2 A - 12 21453 A N D C A A H - A A 0 Y A 01 0 0 1 0 0 0 0 0 0 - -24-01018 82418953 2024 20240620 4312 20240617 1905 809217 1 5 5 4312 0 0 0 0 PA3 600 BLOCK MIDDLEFIE 12 W N A - N N 4 0 1 2 A - 00 22350 3 N C C A A H - A A 0 Y A 01 0 0 1 0 0 0 0 0 0 - -24-02195 8947622 2020 20200930 4312 20200709 1300 06235 4312 4 5 5 4312 0 0 0 0 003 COLORAD MIDDLEFIE 0 Y A - N N 3 0 1 2 A - 17 22517 N D G A A H - A D 0 Y Y D 22 0 1 0 0 0 0 1 0 0 - -20-2584 9018314 2020 20200121 4312 20200106 1230 8002 PALOA 1 5 5 4312 0 0 0 0 003 MIDDLEFIE MIDDLEFIE 20 W N A - N N 3 0 1 2 - - - N G B F A H - A D 0 Y Y - - 0 1 0 0 1 0 0 0 0 - -20-0111 9025117 2020 20200311 4312 20200111 1147 6200 6 5 5 4312 0 0 0 0 003 MIDDLEFIE LAYNE CT 84 N N A - N Y 0 0 0 3 A - 08 22107 N C E A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-0225 9026956 2020 20200529 4312 20200203 1456 03422 1 5 5 4312 0 0 0 0 003 MIDDLEFIE SAINT CLAI 0 Y A - N Y 3 0 1 2 A - 08 22107 N D C A A H - A A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -20-0621 9037403 2020 20200228 4312 20200122 1649 6986 3 5 5 4312 0 0 0 0 MIDDLEFIE MAYVIEW 127 S N A - N Y 0 0 0 3 A - 08 22107 N B C A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-412 9038985 2020 20200303 4312 20200127 1800 6911 1 5 5 4312 0 0 0 0 MIDDLEFIE WELLSBUR 5 N N A - N N 3 0 1 2 A - 00 21538 A N D G A A H - C A 0 Y Y L 04 0 1 0 0 0 0 1 0 0 - -20-0503 9039023 2020 20200227 4312 20200124 1945 7754 4312 5 5 5 4312 0 0 0 0 002 OREGON E MIDDLEFIE 57 W N A - N N 0 0 0 2 A - 09 21453 B N B C A A H - C A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-0466 9043570 2020 20200528 4312 20200208 1245 4598 6 5 5 4312 0 0 0 0 MIDDLEFIE EAST MEA 0 Y A - N N 3 0 1 2 A - 12 21453 A N D G A A H - A A 0 Y Y L 04 0 1 0 0 0 0 1 0 0 - -20-0725 9043582 2020 20200528 4312 20200210 1914 02308 4312 1 5 5 4312 0 0 0 0 003 MIDDLEFIE COLORAD 0 Y A - N N 3 0 1 2 A - 10 21950 A N G B B A H - C A 0 Y Y A 01 0 1 0 0 1 0 0 0 0 - -20-0753 9118300 2020 20200915 4312 20200625 1104 04807 4 5 5 4312 0 0 0 0 002 MIDDLEFIE OREGON E 8 S N A - N N 0 0 0 2 A - 03 22350 N C C A A H - A A 0 Y A 08 0 0 0 0 0 0 0 0 0 - -20-2394 9118407 2020 20200902 4312 20200619 1138 5726 5 5 5 4312 0 0 0 0 003 CHARLEST MIDDLEFIE 0 Y A - N N 4 0 2 3 A - 08 22107 N G B B A H - A A 0 Y Y A 01 0 0 2 0 2 0 0 0 0 - -20-2304 9125189 2020 20200916 4312 20200714 2143 8442 2 5 5 4312 0 0 0 0 003 MIDDLEFIE COLORAD 0 Y A - N Y 4 0 1 2 A - 08 22107 N A C A A H - C A 0 Y A 01 0 0 1 0 0 0 0 0 0 - -20-2646 9127334 2020 20200930 4312 20200716 1239 04807 4 5 5 4312 0 0 0 0 003 E CHARLES MIDDLEFIE 21 E N A - N Y 4 0 1 2 A - 03 22350 N C C A A H - A A 0 Y A 01 0 0 1 0 0 0 0 0 0 - -20-2679 9140726 2020 20201014 4312 20200815 2125 8002 PALO 6 5 5 4312 0 0 0 0 003 MIDDLEFIE COLORAD 0 Y A - N Y 3 0 1 2 A - 09 21801 A N D C A A H - C A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -20-3162 9140729 2020 20201014 4312 20200817 1217 02308 4312 1 5 5 4312 0 0 0 0 003 MIDDLEFIE COLORAD 0 Y B - N N 3 0 1 2 A - 10 21950 A N G B B A H - A A 0 Y Y A 07 0 1 0 0 1 0 0 0 0 - -20-3186 City of Palo Alto Raw Collision Data 91412234 2021 20210222 9330 20210210 805 022101 3 1 5 4312 1 4 S 2 901 MIDDLEFIE COLORAD 0 Y A - N Y 3 0 3 2 A - 12 21453 A N D C A A H - A A 0 Y Y F 25 0 3 0 0 0 0 0 0 0 - -37.43303 122.1287 9330-2021 9148552 2020 20201026 4312 20200831 1912 8068 1 5 5 4312 0 0 0 0 003 COLORAD MIDDLEFIE 0 Y A - N N 4 0 1 2 A - 09 21801 A N D G A A H - A A 0 Y Y A 01 0 0 1 0 0 0 1 0 0 - -20-3391 9151738 2020 20201119 4312 20200903 1357 04807 4312 4 5 5 4312 0 0 0 0 003 MIDDLEFIE LOMA VER 100 N N A - N Y 0 0 0 2 A - 09 21801 A N D C A A H - A D 0 Y A 07 0 0 0 0 0 0 0 0 0 - -20-3437 9160464 2020 20210109 4312 20201008 730 7815 4 5 5 4312 0 0 0 0 MIDDLEFIE MIDDLEFIE 0 Y A - N N 3 0 1 2 A - 11 21954 A N G B E A H - A D 0 Y Y N 60 0 1 0 0 1 0 0 0 0 - -20-3949 91803528 2022 20220627 9330 20220615 1315 022774 3 1 5 4312 1 4 S 2 901 MIDDLEFIE LOMA VER 0 Y A - N N 0 0 0 1 A - 08 22107 N E I A A H - A D 0 Y H 17 0 0 0 0 0 0 0 0 0 - -37.4292 122.1224 9330-2022 9182692 2020 20210217 4312 20201110 213 8793 2 5 5 4312 0 0 0 0 MIDDLEFIE CHRISTINE 20 N N A - N Y 0 0 0 3 A - 05 21460 A N A E A A H - C D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -20-4434 91908859 2022 20221103 9330 20220718 1255 022785 1 1 5 4312 0 2 S 2 901 MIDDLEFIE OREGON E 20 S N A - N N 0 0 0 2 A - 08 22107 M B C A A H - A D 0 Y D 22 0 0 0 0 0 0 0 0 0 - -37.43557 122.1328 9330-2022 9209023 2020 20210224 4312 20201214 1325 6910 1 5 5 4312 0 0 0 0 OREGON E MIDDLEFIE 0 Y A - N Y 3 0 1 2 A - 12 21453 A N D C A A H - A A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -20-4971 9224891 2021 20210308 4312 20210108 750 6911 5 5 5 4312 0 0 0 0 MIDDLEFIE WEBSTER 50 S N A - N N 3 0 1 2 A - 11 21955 N D B C A - - A A 0 Y Y D 22 0 1 0 0 1 0 0 0 0 - -21-0080 9226031 2021 20210410 4312 20210213 1519 7815 6 5 5 4312 0 0 0 0 MIDDLEFIE MAYVIEW 35 N N A - N Y 0 0 0 2 A - 08 22107 N D C A A H - A A 0 Y A 01 0 0 0 0 0 0 0 0 0 - -21-0454 9234214 2021 20210325 4312 20210211 1400 7189 4 5 5 4312 0 0 0 0 MIDDLEFIE LOMA VER 100 N N C - N N 0 0 0 2 A - 08 22107 M B E A B H - A A 0 Y - 0 0 0 0 0 0 0 0 0 - -21-0440 9244598 2021 20210506 4312 20210302 1258 7894 2 5 5 4312 0 0 0 0 003 MIDDLEFIE ASHTON A 21 S N A - N N 4 0 3 2 A - 03 22350 N C C A A H - A D 0 Y A 01 0 0 3 0 0 0 0 0 0 - -21-0616 9247616 2021 20210413 4312 20210322 1407 7467 1 5 5 4312 0 0 0 0 002 OREGON E MIDDLEFIE 190 W N A - N Y 3 0 2 4 A - 03 22350 N C C A A H - A A 0 Y A 01 0 2 0 0 0 0 0 0 0 - -21-0827 9251337 2021 20210510 4312 20210319 1407 7113 5 5 5 4312 0 0 0 0 003 MARION A MIDDLEFIE 6 W N A - N N 0 0 0 2 A - 08 22107 N C C A A H - A - 0 Y A 07 0 0 0 0 0 0 0 0 0 - -21-0790 9255147 2021 20210505 4312 20210421 1355 7200 4312 3 5 5 4312 0 0 0 0 003 MIDDLEFIE SUTTER AV 200 N N A - N Y 3 0 1 3 A - 03 22350 N B C A A H - A D 0 Y A 01 0 1 0 0 0 0 0 0 0 - -21-1164 9259465 2021 20210518 4312 20210501 1403 02308 4312 6 5 5 4312 0 0 0 0 003 MIDDLEFIE COLORAD 57 N N B - N N 3 0 1 2 A - 09 21804 A N B G A A H - A A 0 Y Y L 04 0 1 0 0 0 0 1 0 0 - -21-1277 9259466 2021 20210518 4312 20210503 1343 7200 4312 1 5 5 4312 0 0 0 0 003 MIDDLEFFI MAYVIEW 12 S N A - N N 3 0 2 2 A - 03 22350 N C C A A H - A A 0 Y - - 0 2 0 0 0 0 0 0 0 - -21-1297 9265998 2021 20210527 4312 20210518 925 8142 2 5 5 4312 0 0 0 0 OREGON E MIDDLEFIE 0 Y A - N N 3 0 1 2 A - 03 22350 N C C A A H - A A 0 Y A 01 0 1 0 0 0 0 0 0 0 - -21-1456 9290694 2021 20210825 4312 20210716 1844 8536 PALOA 5 5 5 4312 0 0 0 0 003 MIDDLEFIE MAYVIEW 0 Y A - N Y 3 0 1 2 A - 09 21801 A N B C A A H - A A 0 Y Y A 01 0 1 0 0 0 0 0 0 1 - -21-2205 9312692 2021 20211019 4312 20210809 1212 8702 4312 1 5 5 4312 0 0 0 0 003 MIDDLEFIE EAST MEA 0 Y A - N Y 4 0 1 2 D - 00 N D C A A H - A A 0 Y - - 0 0 1 0 0 0 0 0 0 - -21-2496 9324381 2021 20211015 4312 20210903 754 7119 5 5 5 4312 0 0 0 0 003 MIDDLEFIE LOMA VER 0 Y A - N N 0 0 0 2 A - 08 22107 M - J B A H - A A 0 Y Y A 07 0 0 0 0 0 0 0 0 0 - -21-2811 9349752 2021 20211122 4312 20211005 1709 7113 4312 2 5 5 4312 0 0 0 0 003 MIDDLEFIE E CHARLES 6 N N A - N N 3 0 1 2 A - 08 22107 N D G A A H - A A 0 Y Y A 07 0 1 0 0 0 0 1 0 0 - -21-3207 9360938 2021 20211231 4312 20211110 1634 7200 4312 3 5 5 4312 0 0 0 0 003 MIDDLEFIE MARION A 0 Y A - N Y 3 0 1 3 A - 09 21801 N D C A A H - A D 0 Y Y A 01 0 1 0 0 0 0 1 0 0 - -21-3696 9364338 2021 20211224 4312 20211102 1520 6195 2 5 5 4312 0 0 0 0 003 OREGON E MIDDLEFIE 80 W N A - N N 4 0 1 2 A - 03 22350 M C C A A H - A - 0 Y A 07 0 0 1 0 0 0 0 0 0 - -21-3579 9375019 2021 20211222 4312 20211123 1500 5900 2 5 5 4312 0 0 0 0 E CHARLES MIDDLEFIE 0 Y A - N N 4 0 1 2 A - 12 21453 F G B B A H - A A 0 Y Y - 0 0 1 0 1 0 0 0 0 - -21-3855 9375142 2021 20220110 4312 20211201 1751 808793 89100 3 5 5 4312 0 0 0 0 LOMA VER MIDDLEFIE 0 Y A - N N 3 0 1 2 A - 10 21950 N B B B A H - C A 0 Y Y Y A 01 0 1 0 0 1 0 0 0 0 - -37.42915 122.1226 21-03948 9378172 2021 20220118 4312 20211214 2100 808914 82200 2 5 5 4312 0 0 0 0 PA3 MIDDLEFIE E CHARLES 0 Y A - N Y 0 0 0 2 A - 04 21703 M C C A A H - C A 0 Y Y A 07 0 0 0 0 0 0 0 0 0 - -37.41994 122.1101 21-04120 9387773 2021 20220110 4312 20211228 117 807189 2 5 5 4312 0 0 0 0 PA3 MIDDLEFIE MAYVIEW 75 N N A - N N 0 0 0 1 A - 08 22107 M B J A A H - C A 0 Y - 0 0 0 0 0 0 0 0 0 - -37.4242 121.8853 21-04282 9437835 2022 20220519 4312 20220425 1826 805661 88200 1 5 5 4312 0 0 0 0 PA3 MIDDLEFIE COLORAD 190 N N A - N N 0 0 0 2 A - 08 22107 M B C A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -22-01274 9472045 2022 20220726 4312 20220619 1400 808536 88200 7 5 5 4312 0 0 0 0 PA3 MIDDLEFIE COLORAD 220 S N A - N N 0 0 0 2 A - 09 21804 A N D I A A H - A D 0 Y I 11 0 0 0 0 0 0 0 0 0 - -2201961 9472336 2022 20220722 4312 20220611 905 807190 88300 6 5 5 4312 0 0 0 0 PA3 MIDDLEFIE SAINT CLAI 0 Y A - N N 0 0 0 2 A - 05 21460 A M D C A A H - A D 0 Y A 01 0 0 0 0 0 0 0 0 0 - -22-01874 9472713 2022 20220721 4312 20220523 1159 808914 88300 1 5 5 4312 0 0 0 0 PA3 MIDDLEFIE LOMA VER 2 S N A - N Y 3 0 2 1 A - 08 22100 A N A I A A H - A A 0 Y A 01 0 2 0 0 0 0 0 0 0 - -22-01632 9480104 2022 20220719 4312 20220623 805 801514 88200 4 5 5 4312 0 0 0 0 PA3 MIDDLEFIE COLORAD 0 Y A - N N 3 0 1 2 D - 00 N D G A A H - A A 0 Y Y - - 0 1 0 0 0 0 1 0 0 - -37.43297 122.1287 22-02000 9484303 2022 20220902 4312 20220712 1010 808914 88100 2 5 5 4312 0 0 0 0 PA3 MORENO MIDDLEFIE 0 Y A - N N 0 0 0 2 A - 03 22350 N C C A A H - A D 0 Y A 07 0 0 0 0 0 0 0 0 0 - -22-02229 NOT YET APPROVED Attachment B 1 Ordinance No. _____ Ordinance of the Council of the City of Palo Alto Amending Sections of Chapter 10.56 (“Special Speed Zones”) of Title 10 (Vehicles and Traffic) to Reflect the 2025 Traffic Survey The Council of the City of Palo Alto ORDAINS as follows: SECTION 1. Findings and Declarations. The City Council finds and declares as follows: A. In conjunction with this ordinance, the City Council approved the “Engineering & Traffic Survey”, dated September 2025, (Traffic Survey) for the City of Palo Alto. The Traffic Survey was conducted by TJKM under contract by the City. B. Based on the findings of the Traffic Survey, the City now desires to amend the Palo Alto Municipal Code (PAMC) through this ordinance to indicate the latest survey completion date for nine road segments. SECTION 2. Chapter 10.56.010 of the Palo Alto Municipal Code is hereby amended to read as follows (new text is underlined, deleted text is in strikethrough): 10.56.010 Twenty-five miles per hour prima facie speed limit justified. It is determined that the state twenty-five miles per hour prima facie speed limit for business or residence districts is justified, as required by state law, with respect to the following streets or portions of streets by engineering and traffic surveys conducted by the city and completed on the dates shown below: Road Segment Name Survey Completion Date Alma St from El Camino Real to University Ave September 2023 Amaranta Ave from Los Robles Ave to Maybell Ave November 2017 Arboretum Rd from Sand Hill Rd to Quarry Rd November 2017 Birch St from California Ave to Page Mill Exp April 2025November 2017 California Ave from El Camino Real to Hanover St November 2017 Charleston Rd from Fabian Way to South City Limit September 2023 Charleston Rd from Middlefield Rd to Fabian Way September 2023 Charleston Rd from El Camino Real to Alma St September 2023 Channing Ave from W Bayshore Rd to Newell Rd November 2017 Channing Ave from Newell Rd to Guinda Ave November 2017 Channing Ave from Guinda Ave to Alma St November 2017 Churchill Ave from Embarcadero Rd to Alma St November 2017 NOT YET APPROVED Attachment B 2 Churchill Ave from Alma St to El Camino Real November 2017 Colorado Ave from W Bayshore Rd to Middlefield Rd November 2017 E Meadow Dr from Louis Rd to Alma St November 2017 El Camino Way from Los Robles Ave to Maybell Ave September 2023 Embarcadero Rd from Embarcadero Rd to Highway 101 April 2025 Embarcadero Rd from Middlefield Rd to Alma St April 2025 Embarcadero Rd from El Camino Real to Alma St October 2023 Guinda Ave from Lytton Ave to Channing Ave November 2017 Hamilton Ave from Middlefield Rd to Alma St November 2017 High St from Lytton Ave to Channing Ave November 2017 Homer Ave from Guinda Ave to Alma St November 2017 Laguna Ave from Matadero Ave to Los Robles Ave November 2017 Loma Verde Ave from W Bayshore Rd to Middlefield Rd November 2017 Loma Verde Ave from Middlefield Rd to Alma St November 2017 Los Robles Ave from Laguna Ave to El Camino Real November 2017 Louis Rd from Oregon Exp to Loma Verde Rd September 2023 Louis Rd from Loma Verde Rd to Charleston Rd September 2023 Lytton Ave from Alma St to Middlefield Rd November 2017 Matadero Ave from El Camino Real to Laguna Ave November 2017 Middlefield Rd from University Ave to Embarcadero Rd September 2023 Middlefield Rd from University Av to Northern City Limits September 2023 Middlefield Rd from Embarcadero Rd to Oregon Exp November 2017 Middlefield Rd from E Charleston Rd to South City Limits April 2025 Newell Rd from East City Limit to Channing Ave November 2017 Newell Rd from Channing Ave to Embarcadero Rd November 2017 N California Ave from Middlefield Rd to Alma St November 2017 Park Blvd from California Ave to Lambert Ave September 2023 Peter Coutts Rd from Stanford Ave to Page Mill Rd November 2017 Porter Dr from Hillview Ave to Page Mill Rd September 2023 Quarry Rd from El Camino Real to Campus Dr October 2023 NOT YET APPROVED Attachment B 3 Stanford Ave from El Camino Real to Peter Coutts Rd November 2017 Stanford Ave from Peter Coutts Rd to Junipero Serra Blvd November 2017 University Ave from Middlefield Rd to Alma St November 2017 Waverley St from Lytton Ave to Channing Ave November 2017 Waverley St from Channing Ave to Embarcadero Rd November 2017 SECTION 3. Chapter 10.56.015 of the Palo Alto Municipal Code is hereby amended to read as follows: 10.56.015 Thirty miles per hour prima facie speed limit. It is determined and justified upon the basis of engineering and traffic surveys that a speed greater than the twenty-five miles per hour prima facie speed limit set forth in Section 22352 of the Vehicle Code of the state, would facilitate the orderly movement of vehicular traffic and would be reasonable and safe under the conditions found to exist upon the streets, or portions thereof, set forth in this section, and it is hereby declared that thirty miles per hour shall be the prima facie speed limit upon these streets, or portions thereof, except for school zones, as shown below: Road Segment Name Survey Completion Date Coyote Hill Rd from Page Mill Rd to Hillview Ave April 2025 Fabian Way from Charleston Rd to W Bayshore Rd September 2023 Hansen Way from El Camino Real to Page Mill Exp September 2023 Hanover St from Page Mill Rd to Hillview Ave September 2023 Hillview Ave from Hanover St to Foothill Exp September 2023 W Bayshore Rd from Oregon Exp to Colorado Ave November 2017 SECTION 4. If any section, subsection, clause or phrase of this Ordinance is for any reason held to be invalid, such decision shall not affect the validity of the remaining portion or sections of the Ordinance. The Council hereby declares that it should have adopted the Ordinance and each section, subsection, sentence, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid. SECTION 5. The Council finds that this ordinance is categorically exempt from the provisions of the California Environmental Quality Act (“CEQA”), pursuant to Section 15301 of the CEQA Guidelines as a minor alteration to the existing street system. NOT YET APPROVED Attachment B 4 SECTION 6. This ordinance shall be effective 31 days after adoption. INTRODUCED: PASSED: AYES: NOES: ABSENT: ABSTENTIONS: ATTEST: ____________________________ ____________________________ City Clerk Mayor APPROVED AS TO FORM: APPROVED: ____________________________ ____________________________ Assistant City Attorney City Manager ____________________________ Chief Transportation Official 1 6 9 5 4 7 8 2 3 22 7 1 3 19 17 10 21 4 2 15 13 11 8 12 18 16 20 5 23 6 14 Study Segements Phase 1 9 From:Phyllis Brown To:Council, City Subject:agenda item 4: special speed zones Date:Monday, November 10, 2025 9:43:57 AM CAUTION: This email originated from outside of the organization. Be cautiousof opening attachments and clicking on links. Members of the City Council: I urge the City Council to "Adopt an Ordinance Amending PAMC Chapter 10.56 (Special Speed Zones) to Update Speed Limit Studies for Nine Streets and Approve the 2025 Traffic Survey." The proposed ordinance will enable PAPD to enforce speed limits where they currently cannot and make our streets safer. Phyllis Brown