1500 Hamilton Avenue Primrose Daycare Center Project

15 Hamilton Avenue Primrose Daycare Center Project Traffic Impact Analysis Prepared for: Denise Duffy & Associates, Inc. January 16, 215 Hexagon Transportation Consultants, Inc. Hexagon Office: 111 W. St. John Street, Suite 85 San Jose, CA 95113 Hexagon Job Number: 14GB27 Phone: 48.971.61 Document Name: Primrose Daycare Center TIA 215-1-16.docx

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Table of Contents Executive Summary... ii 1. Introduction... 5 2. Existing Conditions... 12 3. Existing Plus Project Conditions... 21 4. Other Transportation Issues... 26 5. Conclusions... 33 Appendices Appendix A: Appendix B: Appendix C: Traffic Counts and Approved Trip Inventory Intersection Level of Service Calculations Signal Warrant Worksheets List of Tables Table 1 Signalized Intersection Level of Service Definitions Based on Control Delay... 9 Table 2 Existing Conditions Intersection Levels of Service Summary... 19 Table 3 Mid-Week Average Daily Traffic... 2 Table 4 Project Trip Generation Estimate... 22 Table 5 Existing/Background plus Project Conditions Intersection Levels of Service Summary... 22 Table 6 Vehicle Queuing and -Turn Pocket Storage Analysis... 31 List of Figures Figure 1 Project Site Plan and Surrounding Study Area... 6 Figure 2 Project Site Plan... 7 Figure 3 Existing Bicycle Facilities... 15 Figure 4 Existing Transit Services... 16 Figure 5 Existing Intersection Lane Configurations... 17 Figure 6 Existing Traffic Volumes... 18 Figure 7 Project Trip Distribution Pattern... 23 Figure 8 Project Trip Assignment... 24 Figure 9 Existing plus Project Traffic Volume... 25 Page i

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Executive Summary This report presents the results of the Transportation Impact Analysis (TIA) prepared for the proposed Primrose daycare center at 15 Hamilton Avenue in San Jose, California. The proposed project consists of a two story, 13,545 square foot daycare center adjoined with a 1,4 square foot children s playground. The daycare center will be located on a.92 acre site south of Hamilton Avenue between Hamilton Way and Cherrydale Drive and would consist of eleven classrooms with a capacity for 196 students. Access would be via a driveway opposite Cherrydale Drive. This study was conducted for the purpose of identifying potential traffic impacts related to the proposed development. The impacts of the project were evaluated following the standards and methodologies set forth by the City of San Jose. Project impacts on other transportation facilities, such as bicycle facilities and transit services, were determined on the basis of engineering judgment. An analysis according to the Santa Clara Valley Transportation Authority (VTA) Congestion Management Program (CMP) guidelines was prepared, since the project is expected to generate more than 1 peak hour vehicle trips. The study determined the traffic impacts of the proposed development on two signalized intersections and two unsignalized intersections during the weekday AM and PM peak periods of traffic. None of the study intersections are CMP-designated intersections. Project Trip Generation The City of San Jose has published trip generation rates in the San Jose Traffic Impact Analysis Handbook, November 29. After applying the appropriate rates for a daycare center, the proposed project is expected to generate 921 daily trips, with 175 trips occurring during the AM peak hour and 184 trips during the PM peak hour. Using the specified inbound/outbound splits, the project would produce 88 inbound and 88 outbound trips during the AM peak hour and 92 inbound and 92 outbound trips during the PM peak hour. Intersection Level of Service Analysis The results of the intersection level of service analysis for the two signalized intersections show that, measured against the City of San Jose level of service impact criteria, neither signalized study intersection would experience a significant impact. The City of San Jose does not establish significant impact criteria for unsignalized intersections. Table ES-1 summarizes the results of the intersection level of service analysis. Page ii

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Other Transportation Issues The City of San Jose General Plan 24 transportation policies strongly support increased walking, cycling, and transit ridership. The project would replace an empty lot, increasing activity at the site. New pedestrian, bicycle, and transit trips can make use of the available facilities surrounding the project site, which are adequate for increased demand. Pedestrian Facilities The City is planning modifications to the existing high visibility crosswalk at the unsignalized intersection of Hamilton Avenue and Hamilton Way, to add Rectangular Rapid Flash Beacons (RRFB). The project will install the beacons in accordance with the city plan. Signal Warrants Based on the result of the signal warrant analysis, a traffic signal is not warranted at the unsignalized intersection of Hamilton Avenue and Cherrydale Drive, under any study scenarios. Recommendations At the driveway vegetation height should be below motorists eye level to maintain adequate sight distance. Currently the drive aisle dimensions are narrower than required by the City s Zoning Code. The project applicant should coordinate with City staff to determine the drive aisle dimensions that will be necessary to adequately serve the project and to ensure that the planned overhang is acceptable. The project applicant should make the following revisions to the proposed site plan: reduce driveway width to 26 feet and better align entrance with Cherrydale Drive. The project applicant should develop a striping plan for the intersection of Hamilton Avenue and Cherrydale Drive to provide a left turn lane into the project driveway. The project applicant should install the upgrades to the nearby high visibility crosswalk. Page iii

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Table ES 1 Intersection Level of Service Summary Study Number Existing /Background Existing/Background + Project Peak Avg Avg Incr. In Incr. In Intersection Hour Count Date Delay LOS Delay LOS Crit. Delay Crit. V/C 1 Hamilton Avenue & Meridian Avenue AM 5/21/214 55.3 E+ 56.8 E+ 1..1 PM 5/21/214 56.6 E+ 57.2 E+.4. 2 Hamilton Avenue & Hicks Avenue AM 5/21/214 1.7 B+ 1.8 B+.1.1 PM 5/21/214 8.4 A 8.4 A.2.2 Notes: Bold indicates significant impact Intersection control based on existing conditions Existing and Background scenarios are identical Page iv

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 1. Introduction This report presents the results of the traffic impact analysis conducted for the proposed Primrose daycare center located at 15 Hamilton Avenue in San Jose, California. The project proposes to construct a two story, 13,545 square foot daycare center adjoined with a 1,6 s.f. children s playground. The daycare center will be located on a.92 acre site south of Hamilton Avenue between Hamilton Way and Cherrydale Drive and would consist of eleven classrooms with a capacity for 196 students. Access would be via a driveway opposite Cherrydale Drive. The project site and the surrounding study area are shown in Figure 1. Figure 2 presents the project site plan. Scope of Study This study was conducted for the purpose of identifying the potential traffic impacts related to the proposed project. The potential impacts of the project were evaluated in accordance with the standards set forth by the City of San Jose. Since the proposed project is expected to generate more than 1 peak hour vehicle trips, this traffic analysis follows the Santa Clara County Valley Transportation Agency (VTA) Congestion Management Program (CMP) guidelines. The traffic analysis is based on the AM and PM peak hour levels of service for two (2) signalized intersections, and two (2) two-way STOP-controlled intersections. Study Intersections 1. Hamilton Avenue and Meridian Avenue 2. Hamilton Avenue and Hicks Avenue 3. Hamilton Avenue and Hamilton Way (unsignalized) 4. Hamilton Avenue and Cherrydale Drive (unsignalized) None of the study intersections is part of the CMP roadway network. Page 5

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Although this traffic analysis is required to follow the CMP technical guidelines, which generally includes a freeway segment level of service analysis, the project site is sufficiently far away from any nearby freeways that this analysis was unnecessary. The proposed daycare center would run a daily schedule from 6 AM to 6 PM, with drop-off hours between 6 AM and 9 AM and pick-up hours between 3 PM and 6 PM. In addition, up to 28 children would be picked up at noon with others dropped off by bus after 3 PM. Since the primary drop-off and pick-up hours coincide with typical weekday peak hours of traffic, traffic conditions at the study intersections were analyzed for the typical weekday AM (7 AM to 9 AM) and PM (4 PM to 6 PM) peak hours of traffic. Traffic conditions were evaluated for the following scenarios: Scenario 1: Scenario 2: Scenario 3: Existing Conditions. Existing traffic volumes are based on new traffic counts conducted in May 214, while nearby schools were in session. Background Conditions. Normally traffic conditions are evaluated for Background and Background plus Project Conditions. However, the study intersections have no approved trips, and thus Background Conditions are identical to Existing Conditions Existing/Background plus Project Conditions. Existing traffic volumes with the project were estimated by adding to existing traffic volumes the traffic generated by the proposed expansion project assuming maximum enrollment. Existing plus project conditions were evaluated relative to existing conditions in order to determine the effects the project would have on the existing roadway network. Methodology This section presents the methods used to determine the traffic conditions for each scenario described above. It includes descriptions of the data requirements, the analysis methodologies, and the applicable level of service standards. Data Requirements The data required for the analysis were obtained from new traffic counts, the City of San Jose, and field observations. The following data were collected from these sources: existing traffic volumes, existing lane configurations, signal timing and phasing, and approved trips inventory (ATI) Level of Service Standards and Analysis Methodologies Traffic conditions at the study intersections were evaluated using level of service (LOS). Level of Service is a qualitative description of operating conditions ranging from LOS A, or free-flow conditions with little or no delay, to LOS F, or jammed conditions with excessive delays. The various analysis methods are described below. City of San Jose Signalized Intersections The City of San Jose level of service methodology for signalized intersections is the 2 Highway Capacity Manual (HCM) method. This method is applied using the TRAFFIX software. The 2 HCM operations method evaluates signalized intersection operations on the basis of average control delay time for all vehicles at the intersection. Since TRAFFIX is also the CMP-designated intersection level-of-service methodology, the City of San Jose methodology employs the CMP default values for the analysis parameters. The City of San Jose levelof-service standard for signalized intersections is LOS D or better. The correlation between average control delay and level of service is shown in Table 1. Page 8

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Table 1 Signalized Intersection Level of Service Definitions Based on Control Delay Level of Service Description Average Stopped Delay Per Vehicle (Sec.) A Operations with very low delay occurring with favorable progression Up to 1. and/or short cycle lengths. Operations with low delay occurring with good progression and/or B 1. to 2. short cycle lengths. C Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear. 2.1 to 35. D Operations with longer delays due to a combination of unfavorable progression, long cycle lenghts, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable. 35.1 to 55. E Operations with high delay values indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurences. This is considered to be the limit of acceptable delay. 55.1 to 8. Operation with delays unacceptable to most drivers occurring due to F Greater than 8. oversaturation, poor progression, or very long cycle lengths. Source: Transportation Research Board, 2 Highway Capacity Manual, (Washington, D.C., 2). Unsignalized Intersections For the unsignalized intersections, an assessment was made of the need for signalization. This assessment was made based on the Peak-Hour Volume Signal Warrant (Section 4C.4) described in the California Manual on Uniform Traffic Control Devices (MUTCD). This method makes no evaluation of intersection levels of service, but simply provides an indication whether peak-hour traffic volumes are, or would be, sufficient to justify installation of a traffic signal. Additional analysis may include unsignalized level of service analysis and/or operational analysis such as evaluating vehicle queuing and delay. Other types of traffic control devices, signage, or geometric changes may be preferable based on existing field conditions. Queuing Methodology For selected high-demand movements at key intersections, the estimated maximum vehicle queues were compared to the existing or planned storage capacity. The queuing analysis is presented for informational purposes only, since neither the City of San Jose nor the CMP have defined any policies related to queuing. Vehicle queues were calculated using a Poisson probability distribution, which estimates the probability of n vehicles for a vehicle movement using the following formula: Page 9

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 P (x n) n e ( ) n! Where: P (x n) probability of n vehicles in queue per lane n number of vehicles in the queue per lane Average number of vehicles in the queue per lane (vehicles per hour per lane/signal cycles per hour) The basis of the analysis is as follows: (1) the Poisson probability distribution is used to estimate the 95 th percentile maximum number of queued vehicles per signal cycle for a particular movement; (2) the estimated maximum number of vehicles in the queue is translated into a queue length, assuming 25 feet per vehicle; and (3) the estimated maximum queue length is compared to the existing or planned available storage capacity for the movement. Significant Impact Criteria Significance criteria are used to establish what constitutes an impact. For this analysis, the criteria used to determine significant impacts on signalized intersections are based on City of San Jose level-of-service standards. The effects of the project on other transportation facilities, such as bicycle facilities and transit service, were determined on the basis of engineering judgment. City of San Jose Definition of Significant Intersection Impacts The project is said to create a significant adverse impact on traffic conditions at a signalized intersection in the City of San Jose if for either peak hour: 1. The level of service at the intersection degrades from an acceptable LOS D or better under background conditions to an unacceptable LOS E or F under background plus project conditions, or 2. The level of service at the intersection is an unacceptable LOS E or F under background conditions and the addition of project trips causes both the critical-movement delay at the intersection to increase by four (4) or more seconds and the volume-to-capacity ratio (V/C) to increase by one percent (.1) or more, or An exception to rule #2 above applies when the addition of project traffic reduces the amount of average delay for critical movements (i.e. the change in average stopped delay for critical movements is negative). In this case, the threshold of significance is an increase in the critical V/C value by.1 or more. A significant impact by City of San Jose standards is said to be satisfactorily mitigated when the measures are implemented that would restore intersection level-of-service to background conditions or better. General Plan Transportation Policies The Circulation Element of the Envision San Jose 24 General Plan includes a set of balanced, long-range, multi modal transportation goals and policies that provide for a transportation network that is safe, efficient and sustainable (minimizes environmental, financial, and neighborhood impacts). These transportation goals and policies are intended to improve multi-modal accessibility to all land uses and create a city where people are less reliant on driving to meet their daily needs. San Jose s Transportation Goals, Policies and Actions aim to: Establish circulation policies that increase bicycle, pedestrian and transit travel while reducing motor vehicle trips to increase the City s share of travel by alternative transportation modes. Promote San Jose as a walking and bicycling-first city by providing and prioritizing funding for projects that enhance and improve bicycle and pedestrian facilities. Page 1

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Report Organization This report has a total of five chapters. Chapter 2 describes existing/background conditions including the existing roadway network, transit service, bicycle and pedestrian facilities. Chapter 3 presents existing/background plus project conditions including descriptions of the method used to estimate project traffic, its impact on the transportation system, and any recommended mitigation measures. Chapter 4 provides an evaluation of other transportation-related issues, such as site access, on-site circulation, vehicle queuing, parking, as well as potential project impacts on bicycle, pedestrian, and transit facilities. Chapter 5 presents the study conclusions including a summary of any proposed mitigation measures and recommended improvements. Page 11

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 2. Existing/Background Conditions This chapter describes the existing conditions for all of the major transportation facilities near the site, including the roadway network, transit service, and bicycle and pedestrian facilities. Because there are no approved projects in the area, background conditions are the same as existing conditions. Existing Roadway Network The major roadways in the vicinity of the site are Hamilton Avenue and Meridian Avenue. Local access to the project site is also provided via Pine Avenue, Gaton drive, Hamilton Way, Cherrydale Drive, and Hicks Avenue. These roadways are described below. The project is approximately equidistant from SR 17, I 28, and SR 87. Under the City of San Jose General Plan 24, Hamilton Avenue, Pine Avenue, and Meridian Avenue are identified as roadways that should prioritize automobiles, bicycles, pedestrians, and trucks equally. In general, this would alter roadway cross sections to add bicycle lanes and sidewalks where they are currently missing. Hamilton Avenue is designated as a City Collector Street under the 24 General Plan. Hamilton Avenue runs from just east of Saratoga Avenue east to Hicks Avenue, where it changes designation to Pine Avenue. Hamilton Avenue has an interchange with SR 17 1.6 miles west of the project site. Within the immediate study area, Hamilton Avenue is a two lane collector with a center two-way turn lane. Hamilton Avenue provides sidewalks on both sides throughout the study area and dedicated bicycle lanes between Meridian Avenue and Hicks Avenue. Local bus route 82 runs on Hamilton Avenue. An enhanced visibility crosswalk is located near the project site at the intersection with Hamilton Way. Pedestrian signal heads are found at the signalized intersections with Meridian Avenue and Hicks Avenue. Meridian Avenue is designated as a Grand Boulevard under the 24 General Plan. Meridian Avenue runs from Park Avenue south to Camden Road. Meridian Avenue has an interchange with I-28 and Southwest Expressway to the north. Within the study area, Meridian is a partially divided four lane arterial with a center twoway turn lane. Meridian Avenue provides access to the project site via its intersections with Hamilton Avenue and Gaton Drive. Meridian Avenue provides sidewalks on both sides throughout the study area. Local bus route 63 runs on Meridian Avenue. There are no bicycle lanes. Pedestrian signal heads are found at the signalized intersections with Hamilton Avenue and Lenn Drive. Pine Avenue is an east-west collector street that continues east from Hamilton Avenue at Hicks Avenue and runs to just east of Creek Drive. Pine Avenue is designated as a Local Collector Street under the 24 General Plan and currently provides sidewalks on both sides but no bicycle lanes. Pedestrian signal heads are found at the signalized intersection with Hicks Avenue. Gaton Drive is a short two lane minor collector street that connects Hamilton Avenue just east of the project site to Meridian Avenue southwest of the project site. Gaton Drive provides sidewalks on both sides and is bicycle friendly due to low traffic volume. Page 12

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Hamilton Way is a short two lane minor collector street that connects Hamilton Avenue just west of the project site to Hicks Avenue. Hamilton Way provides sidewalks on both sides and is bicycle friendly due to low traffic volume. Cherrydale Drive is a short two lane local street that connects Hamilton Avenue from the project site to Hicks Avenue just south of Hamilton Way. Cherrydale Drive provides sidewalks on both sides and is bicycle friendly due to low traffic volume. Hicks Avenue is a major north-south collector street that changes designation from Camino Ramon at Minnesota Avenue and runs south to Curtner Avenue. Hicks Avenue provides access to the project site via its intersection with Hamilton Avenue. Hicks Avenue provides sidewalks on both sides but no bicycle lanes. Existing Bicycle and Pedestrian Facilities The only County-designated bicycle facility within the project study area is located along Hamilton Avenue between Meridian Avenue and Hicks Avenue. Although not designated as bicycle routes, due to low traffic volumes and vehicle speeds, the surrounding residential streets also provide safe routes for bicyclists. The existing bicycle facilities are shown in Figure 3. Pedestrian facilities in the study area consist of sidewalks along all surrounding local roadways. Crosswalks with pedestrian signal heads are located at all approaches for both signalized intersections in the study area. Of the unsignalized intersections, the intersections of Hamilton Avenue/Hamilton Way and Hamilton Avenue/Gaton Avenue have crosswalks across the minor street approaches. In addition, there is a high visibility crosswalk with flashing beacons across Hamilton Avenue at Hamilton Way, just west of the project site. The other unsignalized intersections in the study area do not provide crosswalks. The existing pedestrian facilities provide good connectivity between the surrounding residential areas and nearby bus lines on Hamilton Avenue and Meridian Avenue. Existing Transit Service Bus Service Existing transit services to the study area are provided by the VTA. The transit services are described below and shown on Figure 4. Local Route 63 provides bus service between Almaden Expressway & Camden Avenue and San Jose State University. It operates primarily on Camden Avenue, Meridian Avenue, Race Street, and San Fernando Street, with connection to the San Jose Diridon train station and transit center. Route 63 operates from 6:15 AM to 7:3 PM Northbound and 1:3 PM Southbound, with a 3-minute headway during peak commute hours. Local Route 82 provides bus service between the Westgate Shopping Center and downtown San Jose. It operates primarily along Hamilton Avenue/Pine Avenue, Minnesota Avenue/Alma Avenue, and First Street/Second Street. Route 82 operates from 6: AM to 9:15 PM, with a 3-minute headway during peak commute hours. Within the study area, the bus stops for bus route 63 at the intersection of Hamilton Avenue and Meridian Avenue are within walking distance to the project site (approximately.3 mile). The bus stops for bus route 82 between Hamilton Drive and Gaton Drive are both within easy walking distance of the site. The eastbound bus stop is located immediately east of the project site (under 1 feet) and provides direct access to the site. The westbound bus stop is located on the opposite side of the Hamilton Avenue from the project site, with a nearby (under 2 feet) high visibility crosswalk at Hamilton Way. Light Rail Transit (LRT) and Other Rail Services There are no direct rail connections near the project site. The Hamilton LRT station is located near SR 17 approximately 1.5 miles west of the project site and connected by the route 82 bus. The Hamilton LRT station Page 13

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 provides light rail services north to Mountain View and south to the Winchester Transit Center in Campbell through the Mountain View/Winchester line. Existing Intersection Lane Configurations and Traffic Volumes The existing lane configurations at the study intersections were obtained by observations in the field. The existing intersection lane configurations are shown in Figure 5. Existing traffic volumes were obtained from new traffic counts conducted in May 214, while schools were in session. The existing AM and PM peak-hour intersection volumes are shown in Figure 6. The traffic count data are included in Appendix A. Page 14

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Existing/Background Intersection Levels of Service Intersection levels of service were evaluated against the City of San Jose standards. The results of the intersection level-of-service analysis under existing conditions are summarized in Table 2. The level of service results show that the intersection of Hamilton Avenue & Hicks Avenue is operating at LOS B or better in both peak periods, but the intersection of Hamilton Avenue & Meridian Avenue is operating at an unacceptable LOS E in both peak periods. The level of service calculations are included in Appendix B. Table 2 Existing Conditions Intersection Levels of Service Summary Study Number Peak Count Avg Intersection Hour Date Delay LOS 1 Hamilton Avenue & Meridian Avenue AM 5/21/14 55.3 E+ PM 5/21/14 56.6 E+ 2 Hamilton Avenue & Hicks Avenue AM 5/21/14 1.7 B+ PM 5/21/14 8.4 A Note: Intersection control based on existing conditions Observed Existing Traffic Conditions Traffic conditions in the field were observed in order to identify existing operational deficiencies and to confirm the accuracy of calculated intersection levels of service. The purpose of this effort was (1) to identify any existing traffic problems that may not be directly related to level of service, and (2) to identify any locations where the level of service analysis does not accurately reflect existing traffic conditions. AM Peak Period In the AM peak period, all study intersections exhibited no significant operational issues and operated at LOS E or better. Based on the above discussion, we determine that the calculated level-of-service results reflect actual traffic conditions observed in the field. PM Peak Period In the PM peak period, all study intersections exhibited no operational issues and operated at LOS E or better. Based on the above discussion, we determine that the calculated level-of-service results reflect actual traffic conditions observed in the field. Average Daily Traffic Existing midweek traffic volumes for the three local streets in the study area were obtained from new 24-hour traffic counts conducted on a Tuesday, Wednesday, and Thursday in October 214, while schools were in session. One-way and two-way midweek average daily traffic (ADT) for Hamilton Way, Cherrydale Drive, and Gaton Drive are presented in Table 3. The traffic count data are included in Appendix A. The existing volumes are consistent with typical volumes in San Jose for local residential streets. Page 19

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Table 3 Mid-Week Average Daily Traffic Roadway Limits NB/EB ADT SB/WB ADT 2 Way ADT Hamilton Way Hamilton Ave/Hicks Dr 565 1118 1683 Cherrydale Drive Hamilton Ave/Hicks Dr 57 75 132 Gaton Drive Meridian Ave/Hamilton Ave 329 447 776 Page 2

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 3. Existing/Background Plus Project Conditions This chapter describes existing plus project traffic conditions, including the method by which project traffic is estimated. There are no approved projects in the study area so background conditions are the same as existing conditions. Project Trip Estimates The magnitude of traffic produced by a new development and the locations where that traffic would appear are estimated using a three-step process: 1) trip generation, 2) trip distribution, and 3) trip assignment. In determining project trip generation, the magnitude of traffic entering and exiting the site is estimated for the AM and PM peak hours. As part of the project trip distribution, an estimate is made of the directions to and from which the project trips would travel. In the project trip assignment, the project trips are assigned to specific streets and intersections. These procedures are described below. Trip Generation Trips generated by any new development can be estimated based on counts of existing development of the same land use type. The City of San Jose has used count data of existing development that has been collected over the years to derive a list of trip generation rates for the most common land uses. The trip generation rates that have been developed can be applied to new development within the City to help predict future traffic increases that would result from new development. These recommended rates are detailed in the San Jose Traffic Impact Analysis Handbook, November 29. Therefore, trip generation resulting from new development proposed within the City of San Jose typically is estimated by multiplying the City s established trip generation rates by the size of the development. The City s handbook publishes trip generation rates for child care centers based on the number of students. On the basis of the trip generation rates recommended by the City of San Jose, it is estimated that the project would generate 931 daily trips, with 177 trips occurring during the AM peak hour and 186 trips during the PM peak hour. Using the specified inbound/outbound splits, the project would produce 88 inbound and 88 outbound trips during the AM peak hour, and 93 inbound and 93 outbound trips during the PM peak hour. The project trip generation estimates are presented in Table 4. Page 21

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Table 4 Project Trip Generation Estimate AM Peak Hou AM Peak Hour Trips PM Peak Hour PM Peak Hour Trips Daily Daily Peak Hour Peak Hour Land Use Size Rate Trips Rate In Out Total Rate In Out Total Proposed Use Primrose Daycare /1/ 196 Students 4.7 921.89 88 88 175.94 92 92 184 Notes: 1. "Day Care Center" rate from San Jose Traffic Impact Analysis Handbook, 29. Trip Distribution and Assignment The trip distribution pattern for the proposed project was estimated based on existing travel patterns on the surrounding roadway system and the locations of complementary land uses. It is assumed that most parents are dropping off their children in the morning then going to work, and picking up their children after work in the evening and going home. The trip distribution pattern is illustrated in Figure 7. The peak hour trips generated by the proposed development were assigned to the roadway system in accordance with trip distribution patterns. The project trip assignment at the study intersections is shown graphically in Figure 8. Existing/Background Plus Project Traffic Volumes Existing Plus Project peak hour traffic volumes were estimated by adding to existing traffic volumes the additional traffic generated by the project. The Existing Plus Project traffic volumes are shown graphically in Figure 9. Existing/Background Plus Project Intersection Levels of Service The results of the intersection level of service analysis under existing plus project conditions are summarized in Table 5.The results show that the intersection of Hamilton Avenue and Hicks Avenue would continue to operate at an acceptable LOS B or better in both peak periods, compared against the City of San Jose standards. The intersection of Hamilton Avenue and Meridian Avenue would continue to operate at an unacceptable LOS E under project conditions. The project impacts at both intersections would be insignificant. Table 5 Existing/Background plus Project Conditions Intersection Levels of Service Summary Existing /Background Existing/Background + Project Study Peak Avg Avg Incr. in Incr. in Number Intersection Hour Delay LOS Delay LOS Crit. Delay Crit. V/C 1 Hamilton Avenue & Meridian Avenue AM 55.3 E+ 56.8 E+ 1.. PM 56.6 E+ 57.2 E+.4. 2 Hamilton Avenue & Hicks Avenue AM 1.7 B+ 1.8 B+.1.1 PM 8.4 A 8.4 A.2.2 Notes: Bold indicates significant impact Intersection control based on existing conditions Existing and Background scenarios are identical Page 22

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 4. Other Transportation Issues This chapter presents an analysis of other transportation issues related to the project, including: Site access, on-site circulation, student pick-up/drop-off operations, and parking Signal warrant evaluation Vehicle queuing and storage Potential project impacts to transit, bicycle, and pedestrian facilities Unlike the level of service impact methodology, which is adopted by the City Council, the analyses in this chapter are based on professional judgment in accordance with the standards and methods employed by the traffic engineering community. Although operational issues are not considered CEQA impacts, they do describe traffic conditions that are relevant to describing the project environment. Site Access and Circulation A review of the project site plan was performed to determine whether adequate site access and circulation would be provided. Vehicle operations and queuing, as well as pedestrian safety in the parking lot also were analyzed. This review was based on the site plan prepared by RMC Architects dated January 5, 215, shown in Figure 2. On-site vehicular circulation was reviewed in accordance with generally accepted traffic engineering standards. The hours of operation for the daycare would be 6 AM to 6 PM Monday through Friday. The daycare would not be open regularly on weekends. There may be occasional special events that happen on weekends. Parents generally would drop off their children between 6 AM and 9 AM and pick them up between 3 PM and 6 PM. Also, the daycare would operate an afterschool program. The daycare would have a van that would pick up students at their schools and transport them to the site. The van would utilize one of the onsite parking spaces to drop off the students. Parents would come to the site to pick up the afterschool students. Drop-off and pick-up of students would involve parents parking and walking their children in and out. There would be no curbside drop-off or pick-up. Site Access Access to the project site would be provided via one driveway on Hamilton Avenue opposite Cherrydale Drive. This driveway would provide one inbound lane and one outbound lane and would be 26 feet wide. This dimension matches the City requirement. Page 26

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Sight Distance The project access points should be free and clear of any obstructions to optimize sight distance, thereby ensuring that existing vehicles can see pedestrians on the sidewalk and other vehicles travelling on adjacent streets. Landscaping near the driveway should be kept low to not conflict with a driver s ability to locate a gap in traffic and see oncoming pedestrians and bicyclists. Sight distance generally should be provided in accordance with Caltrans standards. The minimum acceptable sight distance is often considered the Caltrans stopping sight distance. Sight distance requirement vary depending on the roadway speeds. For the driveway on Hamilton Avenue, which has a posted speed limit of 35 mph, the Caltrans stopping distance is 3 feet (based on a design speed of 4 mph). Thus, a driver must be able to see 3 feet down Hamilton Avenue. Currently, the site plan does not propose trees along the edges of the sidewalks fronting the project site. On-street parking is currently prohibited on eastbound Hamilton Avenue and would continue to be prohibited under the proposed project. Based on the above mentioned standards, care should be taken in the landscaping plan to ensure that no large vegetation would restrict sight distance at the corners of the driveway. Shrubbery that grows at motorists eye level should be avoided. Driveway Alternatives: Full Access vs. -Turn In/Out The site plan currently shows a full access driveway opposite Cherrydale Drive. This configuration would require conversion of the painted median on Hamilton Avenue into a left turn lane serving the project driveway. The project site plan shows this conversion. An alternative driveway configuration option would be to restrict the driveway to right-in/right out movements only. This would have the advantage of preventing left-turn queuing on westbound Hamilton Avenue. However, eliminating left turns would inconvenience some drivers and would lead to increased u-turns. Hamilton Avenue is not wide enough to accommodate u-turns near the site, so drivers might be tempted to make three point turns in residential driveways. Hexagon recommends that the project driveway allow all turning movements, including left turns. On-Site Circulation Fire Truck On-Site Circulation The San Jose Fire Department requirements specify that every portion of all building exterior walls shall be within 15 feet of an access road. The proposed site plan shows that the entire building would be within 1 feet of Hamilton Avenue, and thus an on-site fire lane is not required. Parking is prohibited on the portion of Hamilton Avenue adjacent to the project site, providing adequate access for fire trucks. Therefore, fire truck access is adequate. Garbage Truck On-Site Circulation The site plan proposes a covered trash enclosure near the southeastern corner of the project site. Trash pick up will occur once per week around midday on a Thursday or Friday (exact schedule yet to be determined). Garbage trucks can access the trash enclosure via the driveway on Hamilton Avenue. The driveway as well as the drive aisle to the trash enclosure have widths exceeding the 22 feet requirements set by the City of San Jose for garbage truck access and circulation. How to access the on-site dumpster will be at the discretion of the truck driver. The truck may back into the site and exit forward or may enter head first and back out. The corner turns meet both the minimum inside turning radius of 34 feet and outside turning radius of 5 feet requirements set by the City of San Jose. The location of the trash enclosure will also allow an unobstrcuted approach of 4 feet, as required by the City of San Jose. Therefore, trash truck access is adequate. Parking Lot Dimensions According to the site plan, the main drive aisle is designed to be 26 feet wide and contains 9-degree parking on both sides for most of its length. The proposed design dimensions for the parking lot meet the City s standard width for a two-way drive aisle of 26 feet wide where 9-degree parking is provided. Page 27

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 The site plan specifies typical parking stalls measuring 9 feet wide and 15 feet long. The 26 spaces along the southern side of the drive aisle include an additional overhang of 2 feet. The City s standard for uniform car spaces is 8.5 feet wide by 17 feet long, 8 feet wide by 16 feet long for compact car spaces, and 9 feet wide by 18 feet long for full size car spaces. Thus, taking the overhang into account, the proposed parking would include 2 full size standard spaces, 11 compact standard spaces, 3 compact clean air vehicle spaces, 1 full size handicapped space, and 1 van accessible space. The project applicant should coordinate with City staff to ensure that the drive aisle dimensions and the planned overhang are acceptable. Student Drop-Off/Pick-Up Operations All parents would park on-site and walk their children to/from the proposed facility. After school students would arrive by van and be picked up by parents. The van would utilize a regular parking space to drop off the afterschool students. With the number of parking spaces available for drop-off and pick-up, vehicle queuing at the project site is expected to be minimal. The proposed site plan details a walkway along the north side of the northern parking section and a striped pedestrian walkway between the two handicapped spaces, as well as a walkway connecting the main entrance to the sidewalk along Hamilton Avenue. The drive aisle would contain two speed bumps. Parking Evaluation According to the City of San Jose Parking Code, the proposed child care project is required to provide a minimum of 22 parking spaces. The project is proposing 36 total spaces and thus meets the City Parking Code. Neighborhood Traffic Neighbors have expressed concerns about increased traffic on Gaton Drive due to the project. Gaton Drive provides a connection between Hamilton Avenue and Meridian Avenue that avoids the signalized intersection of Hamilton Avenue & Meridian Avenue. 24-hour traffic counts conducted on Gaton Drive showed that the existing volume is about 78 vehicles per day. The Institute of Transportation Engineers in their publication Transportation and Land Development recommends that local residential streets should have traffic volume below 3, vehicles per day. The traffic on Gaton Drive is well below this number. Thus, the current volume on Gaton Drive is comparable to similar neighborhood streets elsewhere in San Jose. The proposed project is unlikely to add a noticeable amount of additional traffic volume to this road. In addition, neighbors have expressed concerns about speeding, which is unrelated to the project. Nearby neighbors should work with the City to study this issue separately. Gap Analysis Counts were conducted of the gaps in traffic on Hamilton Avenue at the location of the proposed project driveway. Based on stopping sight distance and typical driver behavior, it is estimated that the minimum gap time required for one vehicle to exit the project driveway would be 5 seconds. During 3 minutes of the AM peak hour (7:3 AM 8: AM), 41 gaps of 5 seconds or more were counted, for an estimated 82 gaps per hour. During 3 minutes of the PM peak hour (5:23 PM 5:53 PM), 43 gaps of 5 seconds or more were counted, for an estimated 86 gaps per hour. Conservatively, a gap of at least 15 seconds can comfortably accommodate two vehicles making left turns, and a gap of at least 2 seconds can accommodate three turning vehicles. Based on the number and lengths of gaps observed, it is estimated that approximately 116 left turning vehicles in the AM peak hour and 96 left turning vehicles in the PM peak hour could exit the project driveway onto Hamilton Avenue. As shown in Figure 8, an estimated 43 vehicles in the morning and 45 vehicles in the afternoon will make left turns or through movements out of the driveway. In addition, an estimated 45 vehicles in the morning and 47 vehicles in the afternoon will make left turns from westbound Hamilton Avenue into the driveway. Some minor on-site vehicle queuing is to be expected due to a combination of the inherent unpredictability of vehicle arrivals at the driveway and the random occurrence of gaps in traffic that exists on Hamilton Page 28

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Avenue. However, it can be concluded that there would be a sufficient number of gaps in traffic and on-site vehicle storage to accommodate the estimated outbound vehicle trips at the project driveway during both AM and PM peak hours under existing plus project conditions. Signal Warrants A peak hour signal warrant check (MUTCD 21 Edition, Part 4, Warrant 3) was performed for the unsignalized study intersection of Hamilton Avenue and Cherrydale Drive to determine whether signalization currently is justified or would be justified on the basis of project peak hour traffic volumes. The signal warrant was checked for existing and existing plus project scenarios. At the intersection of Hamilton Avenue and Cherrydale Drive, the signal warrant was not met under either scenario. The signal warrant worksheets are included in Appendix C. Vehicle Queuing The analysis of intersection level of service was supplemented with an analysis of traffic operations for the intersections of Hamilton Avenue & Cherrydale Drive and Hamilton Avenue & Meridian Avenue, where the project would add a significant number of left turns. The operations analysis is based on vehicle queuing for high demand left-turn movements at intersections. Vehicle queues were estimated using a Poisson probability distribution, which estimates the probability of n vehicles for a vehicle movement using the following formula: P (x n) n e ( ) n! Where: P (x n) probability of n vehicles in queue per lane n number of vehicles in the queue per lane Average number of vehicles in the queue per lane (vehicles per hour per lane/movement delays per hour) The basis of the analysis is as follows: (1) The Poisson probability distribution is used to estimate the 95 th percentile maximum number of queued vehicles per movement delay for a particular movement; (2) the estimated maximum number of vehicles in the queue is translated into a queue length, assuming 25 feet per vehicle; and (3) the estimated maximum queue length is compared to the existing or planned storage capacity for the movement. This analysis thus provides a basis for estimating future left-turn storage requirements at an intersection. The 95 th percentile queue length value indicates that during the peak hour, a queue of this length or less would occur on 95 percent of the movements. Or a queue length larger than the 95 th percentile queue would only occur on 5 percent of the movements (for a signalized intersection, about 3 cycles during the peak hour for a signal with a 6-second cycle length). Therefore, left-turn storage pocket designs based on the 95 th percentile queue length would ensure that storage space would be exceeded only 5 percent of the time. The 95 th percentile queue length is also known as the design queue length. The vehicle queue estimates and a tabulated summary of the findings are provided in Table 6. Hamilton Avenue and Cherrydale Drive Westbound Turns: The proposed project would add this turning movement, which is not present under existing conditions. The queuing analysis indicates that the 95 th percentile vehicle queue for the westbound left-turn movement at this intersection would be one vehicle. Currently the westbound approach is striped with a painted median, which would provide sufficient storage if restriped as a left-turn pocket. Without restriping, the proposed project may adverseley affect vehicle queuing at the westbound leg of the Hamilton/Cherrydale intersection. The project applicant should develop a restriping plan for this intersection to create a left-turn pocket to accommodate the new movement. Page 29

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Hamilton Avenue and Meridian Avenue Westbound Turns: The proposed project would add 4 vehicles during the AM peak hour and 5 vehicles during the PM peak hour to this movement. The queuing analysis indicates that the 95 th percentile vehicle queue for the westbound left-turn movement would not exceed the available storage length with the project. Southbound Turns: The proposed project would add 18 vehicles to this turning movement during both the AM and PM peak hours. The queuing analysis indicates that the 95 th percentile vehicle queue exceeds the turn pocket length both with and without the project. However, the striped turn pocket is backed by a two-way left turn lane that provides additional storage. Therefore, the left turn queues would not block through traffic. Page 3

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Table 6 Vehicle Queuing and -Turn Pocket Storage Analysis Hamilton Av & Cherrydale Dr Hamilton Av & Meridian Av Movem ent: WBL SBL WBL Peak Hour Period: AM PM AM PM AM PM Existing Cycle/Delay 1 (sec) -- -- 166 166 166 166 Volume (vphpl ) -- -- 113 224 43 13 Avg. Queue (veh/ln.) -- -- 5.2 1.3 2. 4.7 Avg. Queue 2 (ft./ln) -- -- 13 258 5 451 95th %. Queue (veh/ln.) -- -- 9 16 5 9 95th %. Queue (ft./ln) -- -- 225 4 125 225 Storage (ft./ ln.) -- -- 2 2 225 225 Adequate (Y/N) -- -- Y 3 Y 3 Y Y Existing Plus Project Cycle/Delay 1 (sec) 8.1 1.4 166 166 166 166 Volume (vphpl ) 45 47 131 242 47 18 Avg. Queue (veh/ln.).1.1 6. 11.2 2.2 5. Avg. Queue 2 (ft./ln) 3 3 151 279 54 125 95th %. Queue (veh/ln.) 1 1 1 17 5 9 95th %. Queue (ft./ln) 25 25 25 425 125 225 Storage (ft./ ln.) 2 2 225 225 Adequate (Y/N) N N Y 3 Y 3 Y Y Notes: 1 Vehicle queue calculations based on cycle length for signalized intersections; movement delay for unsignalized intersections. 2 Assumes 25 feet per vehicle queued. 3 Although there is only about 2 feet of striping for the left-turn pocket, the two-way center left-turn lane provides adequate overflow storage. Unsignalized Intersection Operations Analysis Intersection operations were analyzed at both unsignalized study intersections under both Existing and Existing/Background plus Project conditions. Under existing conditions, neither intersection experiences any operational issues. Minor approach volumes on Hamilton Way and Cherrydale Drive are extremely low and include few left-turn movements. turn pockets are present at both intersections for vehicles making left turns off of Hamilton Avenue. During field observations, traffic on Hamilton Avenue flowed in well-defined platoons from the signalized intersections at Meridian Avenue and Hicks Avenue, providing ample gap times for left turns. With the addition of a new left-turn pocket on westbound Hamilton Avenue at Cherrydale Drive, the proposed project would not significantly impact either intersection. Transit Facilities Analysis As previously discussed, it is assumed that most parents are dropping-off/picking-up their children en route to/from their work places. Possible new transit riders related to the project could be generated by staff and parents who take transit to work. The existing transit facilities are adequate to meet this increased demand. Page 31

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Pedestrian and Bicycle Facilities Analysis Sidewalks are present along both sides of Hamilton Avenue, with crosswalks across the minor street approaches at Hamilton Drive and Gaton Drive and a high visibility crosswalk across Hamilton Avenue within 1 feet of the project site. While the residential streets near the study area are acceptable for bicycle use, only the segment of Hamilton Avenue between Meridian Avenue and Hicks Avenue has designated Class II bike lanes. This segment provides direct access to the project site. None of the other surrounding major streets provide bicycle facilities. Most students are assumed to be dropped-off and picked-up by car, but pedestrian/bicycle volumes could be generated by staff or parents who live and work close by. The existing bicycle and pedestrian facilities are adequate to meet increased demand. If bicycle facilities were improved on Hamilton Avenue and Meridian Avenue, a larger proportion of these individuals may choose to commute by bicycle. To further the goals of City of San Jose General Plan 24, the existing high-visibility crosswalk at Hamilton Way is planned to be modified to add Rectangular Rapid Flash Beacons (RRFB) to enhance pedestrian crossing and alert motorists. The project has agreed to install the planned beacons. Page 32

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 5. Conclusions This study was conducted for the purpose of identifying the potential traffic impacts related to the Primrose daycare center at 15 Hamilton Avenue in San Jose, California. The impacts of the project were evaluated following the standards and methodologies set forth by the City of San Jose. Project impacts on other transportation categories, such as site access, on-site circulation, parking, vehicle queuing, as well as impact on transit, pedestrian and bicycle facilities were determined on the basis of engineering judgment. Intersection Levels of Service The results of the intersection level of service analysis show that the study intersection at Hamilton Avenue and Meridian Avenue is expected to continue to operate at an unacceptable LOS E under project conditions and will not experience a significant impact. The other signalized intersection at Hamilton Avenue and Hicks Avenue will continue to operate at LOS B or better. Other Transportation Issues Hexagon has performed a detailed review of the proposed site plan as shown in Figure 2. Based on standard engineering judgment, we have analyzed the proposed project with regard to site access and circulation, signal warrants, vehicle queuing, and impacts on transit, pedestrian, and bicycle facilities. Site Access The project has proposed one driveway on Hamilton Avenue, opposite Cherrydale Drive. Hexagon has determined that this driveway provides sufficient vehicular site access. An alternate right-in/out driveway design would eliminate left turning movements into and out of the project site, reducing queuing at the expense of inconveniencing some drivers. Hexagon recommends that a full access driveway be provided. The full access driveway would operate without queuing or safety issues and would eliminate the need for u-turns to access the site. The proposed driveway and the surrounding landscaping should provide sufficient sight distance in accordance with the Caltrans stopping sight distance standards. Hexagon has recommended the applicant to set-back any planned vegetation at the outer edges of the sidewalks or install only low-growing plants. On-site Circulation Hexagon has reviewed the site plan and determined that fire trucks and garbage trucks would experience no onsite circulation issues. Page 33

15 Hamilton Avenue Primrose Daycare Center TIA January 16, 215 Hexagon has reviewed the on-site parking dimensions and determined that the 8 parking spaces on the northern parking section meet the minimal parking stall dimensions for compact cars, and the 26 parking spaces on the southern parking section meet the minimal parking stall dimensions for full size cars, if planned overhang length is taken into account. Hexagon has recommended that the applicant coordinate with City staff to confirm that the planned overhang is acceptable. Hexagon has determined that the on-site parking drive aisle width does not meet the City standards but is unlikely to generate significant on-site circulation issues. Hexagon has recommended that the applicant coordinate with City staff to confirm that the planned aisle width is acceptable. Student Drop-off/Pick-up Operations Hexagon has determined that there are no on-site queuing issues related to the drop-off and pick-up operations. Hexagon has determined that there is adequate facility to assist pedestrian on-site circulation. Parking Evaluation Hexagon has reviewed the proposed site plan and determined that the 36 parking spaces proposed by the project meets the City Parking Code. Signal Warrants Based on the result of the signal warrant analysis, the unsignalized intersection at Hamilton Avenue and Cherrydale Drive is not warranted for a traffic signal under either study scenario. Vehicle Queuing Hexagon has conducted a queuing analysis at the intersection of Hamilton Avenue and Cherrydale Drive. Currently, the intersection does not include a westbound left-turn movement, and does not provide a left-turn pocket. The project applicant should develop a restriping plan to convert the existing painted median to a left-turn pocket to accommodate the new movement. Transit, Pedestrian, and Bicycle Facilities Analysis The project may produce some transit trips from staff and parents who take transit to work. Some bicycle and pedestrian trips would likely be produced by staff and parents who live nearby. The existing transit and bicycle facilities are adequate to meet this increased demand. The City would like to enhance pedestrian access in the area by adding Rectangular Rapid Flash Beacons (RRFB) to the pedestrian crossing at Hamilton Way. The project has agreed to install the planned beacons. Page 34

15 Hamilton Avenue Primrose Daycare Center TIA Technical Appendices

Appendix A Traffic Counts and Approved Trip Inventory

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #1 MERIDIAN&HAMILTONAM Site Code : 1 Start Date : 5/21/214 Page No : 1 Groups Printed- ALL VEHICLES MERIDIAN AVE Southbound Westbound MERIDIAN AVE Northbound Eastbound Start Time Int. Total 7: AM 27 79 39 3 49 17 7 1 3 252 116 1 34 41 23 782 7:15 AM 42 84 35 1 39 116 5 1 8 372 129 3 48 45 26 954 7:3 AM 63 79 29 2 18 16 12 3 2 281 157 1 3 62 51 1 951 7:45 AM 81 18 36 3 27 131 8 2 2 323 168 54 51 43 137 Total 213 35 139 9 133 514 32 7 15 1228 57 5 166 199 143 1 3724 8: AM 58 94 26 1 26 128 8 1 8 277 136 34 55 54 2 98 8:15 AM 74 82 26 1 26 147 14 1 8 323 133 43 81 47 1 17 8:3 AM 63 12 25 27 129 13 1 5 333 14 4 66 52 996 8:45 AM 56 81 26 1 44 137 19 1 4 268 132 44 59 63 935 Total 251 359 13 3 123 541 54 4 25 121 541 161 261 216 3 3846 Grand Total 464 79 242 12 256 155 86 11 4 2429 1111 5 327 46 359 4 757 Apprch % 32.5 49.7 17.8 18.2 74.9 6.1.8 1.1 67.8 31.1 28.4 4 31.2.3 Total % 6.1 9.4 3.2.2 3.4 13.9 1.1.1.5 32.1 14.7.1 4.3 6.1 4.7.1 MERIDIAN AVE 344 1427 4471 464 79 242 12 263 115 378 359 46 327 4 North 5/21/214 7: AM 5/21/214 8:45 AM ALL VEHICLES 256 155 86 11 742 148 215 1111 2429 4 5 1122 3585 477 MERIDIAN AVE

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #1 MERIDIAN&HAMILTONAM Site Code : 1 Start Date : 5/21/214 Page No : 2 MERIDIAN AVE Southbound Westbound MERIDIAN AVE Northbound Eastbound Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:45 AM 7:45 AM 81 18 36 3 228 27 131 8 2 168 2 323 168 493 54 51 43 148 137 8: AM 58 94 26 1 179 26 128 8 1 163 8 277 136 421 34 55 54 2 145 98 8:15 AM 74 82 26 1 183 26 147 14 1 188 8 323 133 464 43 81 47 1 172 17 8:3 AM 63 12 25 19 27 129 13 1 17 5 333 14 478 4 66 52 158 996 Total Volume 276 386 113 5 78 16 535 43 5 689 23 1256 577 1856 171 253 196 3 623 3948 % App. Total 35.4 49.5 14.5.6 15.4 77.6 6.2.7 1.2 67.7 31.1 27.4 4.6 31.5.5 PHF.852.894.785.417.855.981.91.768.625.916.719.943.859..941.792.781.97.375.96.952 MERIDIAN AVE 1558 78 2338 276 386 113 5 Peak Hour Data 1388 623 211 196 253 171 3 North Peak Hour Begins at 7:45 AM ALL VEHICLES 16 535 43 5 389 689 178 577 1256 23 6 1856 2456 MERIDIAN AVE

File Name: C:\Users\Nathan\Desktop\ATD\PETRA\HEXAGON\8639 - PRIMROSE DAYCARE 5-214\2 HOUR\#1 MERIDIAN&HAMILTONAM.ppd Start Date: 5/21/214 Start Time: 7:: AM Site Code: 1 Comment 1: Comment 2: Comment 3: Comment 4: MERIDIAN AVE MERIDIAN AVE Southbound Westbound Northbound Eastbound Start Time 7: AM 1 2 7:15 AM 1 7:3 AM 7:45 AM 1 1 1 8: AM 1 8:15 AM 8:3 AM 3 3 8:45 AM 1 3 5 1

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #1 MERIDIAN&HAMILTONPM Site Code : 1 Start Date : 5/21/214 Page No : 1 Groups Printed- ALL VEHICLES MERIDIAN AVE Southbound Westbound MERIDIAN AVE Northbound Eastbound Start Time Int. Total 4: PM 55 217 62 18 74 22 5 144 49 2 111 157 73 7 996 4:15 PM 55 237 49 3 72 21 16 129 61 6 18 173 79 1 137 4:3 PM 6 243 68 17 79 28 3 138 34 2 136 159 79 3 149 4:45 PM 8 286 62 21 64 2 1 167 42 113 16 7 7 112 Total 25 983 241 86 289 91 34 578 186 1 468 649 31 18 4184 5: PM 7 248 41 2 4 84 24 2 8 128 49 3 127 29 85 3 1123 5:15 PM 71 34 66 4 29 68 25 4 16 16 64 2 134 198 67 3 1215 5:3 PM 65 259 51 29 67 26 21 14 54 1 147 29 85 4 1158 5:45 PM 67 262 66 1 34 96 28 17 128 53 3 113 28 64 3 1143 Total 273 173 224 7 132 315 13 6 62 556 22 9 521 824 31 13 4639 Grand Total 523 256 465 7 218 64 194 6 96 1134 46 19 989 1473 62 31 8823 Apprch % 17.1 67.4 15.2.2 21.3 59.1 19.6 5.8 68.5 24.5 1.1 32 47.6 19.5 1 Total % 5.9 23.3 5.3.1 2.5 6.8 2.2.1 1.1 12.9 4.6.2 11.2 16.7 6.8.4 MERIDIAN AVE 1954 351 55 523 256 465 7 1533 395 4628 62 1473 989 31 North 5/21/214 4: PM 5/21/214 5:45 PM ALL VEHICLES 218 64 194 6 234 122 356 46 1134 96 19 3239 1655 4894 MERIDIAN AVE

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #1 MERIDIAN&HAMILTONPM Site Code : 1 Start Date : 5/21/214 Page No : 2 MERIDIAN AVE Southbound Westbound MERIDIAN AVE Northbound Eastbound Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM 7 248 41 2 361 4 84 24 2 15 8 128 49 3 188 127 29 85 3 424 1123 5:15 PM 71 34 66 4 445 29 68 25 4 126 16 16 64 2 242 134 198 67 3 42 1215 5:3 PM 65 259 51 375 29 67 26 122 21 14 54 1 216 147 29 85 4 445 1158 5:45 PM 67 262 66 1 396 34 96 28 158 17 128 53 3 21 113 28 64 3 388 1143 Total Volume 273 173 224 7 1577 132 315 13 6 556 62 556 22 9 847 521 824 31 13 1659 4639 % App. Total 17.3 68 14.2.4 23.7 56.7 18.5 1.1 7.3 65.6 26 1.1 31.4 49.7 18.1.8 PHF.961.882.848.438.886.825.82.92.375.88.738.869.859.75.875.886.986.885.813.932.955 MERIDIAN AVE 989 1577 2566 273 173 224 7 Peak Hour Data 88 1659 2467 31 824 521 13 North Peak Hour Begins at 5: PM ALL VEHICLES 132 315 13 6 111 556 1666 22 556 62 9 1697 847 2544 MERIDIAN AVE

File Name: C:\Users\Nathan\Desktop\ATD\PETRA\HEXAGON\8639 - PRIMROSE DAYCARE 5-214\2 HOUR\#1 MERIDIAN&HAMILTONPM.ppd Start Date: 5/21/214 Start Time: 4:: PM Site Code: 1 Comment 1: Comment 2: Comment 3: Comment 4: MERIDIAN AVE MERIDIAN AVE Southbound Westbound Northbound Eastbound Start Time 4: PM 1 4:15 PM 1 4:3 PM 4:45 PM 1 1 5: PM 1 1 5:15 PM 1 1 5:3 PM 2 5:45 PM 3 1 1 1

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #2 HAMILTONWAY&HAMILTONAM Site Code : 2 Start Date : 5/21/214 Page No : 1 Groups Printed- ALL VEHICLES HAMILTON WAY Southbound Westbound HAMILTON WAY Northbound Eastbound Start Time Int. Total 7: AM 12 2 3 126 62 1 215 7:15 AM 15 7 1 4 163 87 1 2 289 7:3 AM 13 7 1 24 166 63 15 2 291 7:45 AM 23 3 18 148 1 86 15 2 296 Total 63 19 2 49 63 1 298 5 6 191 8: AM 13 2 8 169 68 16 2 278 8:15 AM 2 5 11 146 9 14 2 288 8:3 AM 18 3 1 157 78 24 29 8:45 AM 13 1 2 3 184 75 2 1 299 Total 64 11 2 32 656 311 74 5 1155 Grand Total 127 3 4 81 1259 1 69 124 11 2246 Apprch % 78.9 18.6 2.5 6 93.9.1 81.9 16.7 1.5 Total % 5.7 1.3.2 3.6 56.1 27.1 5.5.5 HAMILTON WAY 25 161 366 127 3 4 1386 744 213 124 69 11 North 5/21/214 7: AM 5/21/214 8:45 AM ALL VEHICLES 81 1259 1 639 1341 198 HAMILTON WAY

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #2 HAMILTONWAY&HAMILTONAM Site Code : 2 Start Date : 5/21/214 Page No : 2 HAMILTON WAY Southbound Westbound HAMILTON WAY Northbound Eastbound Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 8: AM 8: AM 13 2 15 8 169 177 68 16 2 86 278 8:15 AM 2 5 25 11 146 157 9 14 2 16 288 8:3 AM 18 3 21 1 157 167 78 24 12 29 8:45 AM 13 1 2 16 3 184 187 75 2 1 96 299 Total Volume 64 11 2 77 32 656 688 311 74 5 39 1155 % App. Total 83.1 14.3 2.6 4.7 95.3 79.7 19 1.3 PHF.8..55.25.77.727.891...92.......864.771.625.92.966 HAMILTON WAY 16 77 183 64 11 2 Peak Hour Data 72 39 111 74 311 5 North Peak Hour Begins at 8: AM ALL VEHICLES 32 656 322 688 11 HAMILTON WAY

File Name: C:\Users\Nathan\Desktop\ATD\PETRA\HEXAGON\8639 - PRIMROSE DAYCARE 5-214\2 HOUR\#2 HAMILTONWAY&HAMILTONAM.ppd Start Date: 5/21/214 Start Time: 7:: AM Site Code: 2 Comment 1: Comment 2: Comment 3: Comment 4: HAMILTON WAY HAMILTON WAY Southbound Westbound Northbound Eastbound Start Time 7: AM 1 7:15 AM 7:3 AM 1 7:45 AM 1 2 8: AM 8:15 AM 1 8:3 AM 1 1 1 8:45 AM 1 1 1

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #2 HAMILTONWAY&HAMILTONPM Site Code : 2 Start Date : 5/21/214 Page No : 1 Groups Printed- ALL VEHICLES HAMILTON WAY Southbound Westbound HAMILTON WAY Northbound Eastbound Start Time Int. Total 4: PM 13 3 3 94 176 42 1 332 4:15 PM 15 5 4 15 199 28 356 4:3 PM 18 6 3 16 166 37 1 337 4:45 PM 24 3 3 93 211 39 3 376 Total 7 17 13 398 752 146 5 141 5: PM 23 4 3 9 2 38 4 362 5:15 PM 29 6 4 96 242 34 411 5:3 PM 22 4 6 11 215 43 2 42 5:45 PM 3 4 3 15 235 33 3 413 Total 14 18 16 41 892 148 9 1588 Grand Total 174 35 29 799 1644 294 14 2989 Apprch % 83.3 16.7 3.5 96.5 84.2 15.1.7 Total % 5.8 1.2 1 26.7 55 9.8.5 HAMILTON WAY 323 29 532 174 35 973 1952 2925 294 1644 14 North 5/21/214 4: PM 5/21/214 5:45 PM ALL VEHICLES 29 799 1679 828 257 HAMILTON WAY

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #2 HAMILTONWAY&HAMILTONPM Site Code : 2 Start Date : 5/21/214 Page No : 2 HAMILTON WAY Southbound Westbound HAMILTON WAY Northbound Eastbound Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM 23 4 27 3 9 93 2 38 4 242 362 5:15 PM 29 6 35 4 96 1 242 34 276 411 5:3 PM 22 4 26 6 11 116 215 43 2 26 42 5:45 PM 3 4 34 3 15 18 235 33 3 271 413 Total Volume 14 18 122 16 41 417 892 148 9 149 1588 % App. Total 85.2 14.8 3.8 96.2 85 14.1.9 PHF.867..75..871.667.911...899.......921.86.563.95.961 HAMILTON WAY 164 122 286 14 18 Peak Hour Data 55 149 1554 148 892 9 North Peak Hour Begins at 5: PM ALL VEHICLES 16 41 91 417 1327 HAMILTON WAY

File Name: C:\Users\Nathan\Desktop\ATD\PETRA\HEXAGON\8639 - PRIMROSE DAYCARE 5-214\2 HOUR\#2 HAMILTONWAY&HAMILTONPM.ppd Start Date: 5/21/214 Start Time: 4:: PM Site Code: 2 Comment 1: Comment 2: Comment 3: Comment 4: HAMILTON WAY HAMILTON WAY Southbound Westbound Northbound Eastbound Start Time 4: PM 3 4:15 PM 1 4:3 PM 4:45 PM 1 5: PM 5:15 PM 5:3 PM 1 5:45 PM 1 1

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #3 CHERRYDALE&HAMILTONAM Site Code : 3 Start Date : 5/21/214 Page No : 1 Groups Printed- ALL VEHICLES CHERRYDALE DR Southbound Westbound CHERRYDALE DR Northbound Eastbound Start Time Int. Total 7: AM 126 6 186 7:15 AM 1 168 99 1 1 27 7:3 AM 2 2 1 186 71 262 7:45 AM 3 2 158 81 2 246 Total 6 4 1 638 311 3 1 964 8: AM 178 75 253 8:15 AM 2 1 152 87 1 243 8:3 AM 1 168 92 261 8:45 AM 3 1 184 74 1 263 Total 6 2 682 328 2 12 Grand Total 12 6 1 132 639 5 1 1984 Apprch % 66.7 33.3.1 99.9 99.1.8.2 Total %.6.3.1 66.5 32.2.3.1 CHERRYDALE DR 6 18 24 12 6 1332 645 1977 5 639 1 North 5/21/214 7: AM 5/21/214 8:45 AM ALL VEHICLES 1 132 639 1321 196 CHERRYDALE DR

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #3 CHERRYDALE&HAMILTONAM Site Code : 3 Start Date : 5/21/214 Page No : 2 CHERRYDALE DR Southbound Westbound CHERRYDALE DR Northbound Eastbound Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:15 AM 7:15 AM 1 1 168 168 99 1 1 11 27 7:3 AM 2 2 4 1 186 187 71 71 262 7:45 AM 3 2 5 158 158 81 2 83 246 8: AM 178 178 75 75 253 Total Volume 6 4 1 1 69 691 326 3 1 33 131 % App. Total 6 4.1 99.9 98.8.9.3 PHF.5...5.5.25.927...924.......823.375.25.817.955 CHERRYDALE DR 4 1 14 6 4 Peak Hour Data 696 33 126 3 326 1 North Peak Hour Begins at 7:15 AM ALL VEHICLES 1 69 326 691 117 CHERRYDALE DR

File Name: C:\Users\Nathan\Desktop\ATD\PETRA\HEXAGON\8639 - PRIMROSE DAYCARE 5-214\2 HOUR\#3 CHERRYDALE&HAMILTONAM.ppd Start Date: 5/21/214 Start Time: 7:: AM Site Code: 3 Comment 1: Comment 2: Comment 3: Comment 4: CHERRYDALE DR CHERRYDALE DR Southbound Westbound Northbound Eastbound Start Time 7: AM 7:15 AM 3 7:3 AM 7:45 AM 2 8: AM 8:15 AM 1 8:3 AM 1 8:45 AM 1

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #3 CHERRYDALE&HAMILTONPM Site Code : 3 Start Date : 5/21/214 Page No : 1 Groups Printed- ALL VEHICLES CHERRYDALE DR Southbound Westbound CHERRYDALE DR Northbound Eastbound Start Time Int. Total 4: PM 1 11 159 1 262 4:15 PM 3 111 199 3 316 4:3 PM 2 116 157 1 276 4:45 PM 3 1 1 98 24 1 38 Total 9 1 1 426 719 5 1 1162 5: PM 2 1 85 29 3 3 5:15 PM 2 88 263 1 354 5:3 PM 12 238 34 5:45 PM 2 17 231 3 343 Total 6 1 382 941 7 1337 Grand Total 15 1 2 88 166 12 1 2499 Apprch % 93.8 6.2.2 99.8 99.2.7.1 Total %.6.1 32.3 66.4.5 CHERRYDALE DR 14 16 3 15 1 823 1673 2496 12 166 1 North 5/21/214 4: PM 5/21/214 5:45 PM ALL VEHICLES 2 88 166 81 247 CHERRYDALE DR

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #3 CHERRYDALE&HAMILTONPM Site Code : 3 Start Date : 5/21/214 Page No : 2 CHERRYDALE DR Southbound Westbound CHERRYDALE DR Northbound Eastbound Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM 2 2 1 85 86 29 3 212 3 5:15 PM 2 2 88 88 263 1 264 354 5:3 PM 12 12 238 238 34 5:45 PM 2 2 17 17 231 3 234 343 Total Volume 6 6 1 382 383 941 7 948 1337 % App. Total 1.3 99.7 99.3.7 PHF.75....75.25.893...895.......894.583..898.944 CHERRYDALE DR 8 6 14 6 Peak Hour Data 388 948 1336 7 941 North Peak Hour Begins at 5: PM ALL VEHICLES 1 382 941 383 1324 CHERRYDALE DR

File Name: C:\Users\Nathan\Desktop\ATD\PETRA\HEXAGON\8639 - PRIMROSE DAYCARE 5-214\2 HOUR\#3 CHERRYDALE&HAMILTONPM.ppd Start Date: 5/21/214 Start Time: 4:: PM Site Code: 3 Comment 1: Comment 2: Comment 3: Comment 4: CHERRYDALE DR CHERRYDALE DR Southbound Westbound Northbound Eastbound Start Time 4: PM 3 4:15 PM 1 2 4:3 PM 4:45 PM 1 5: PM 1 2 5:15 PM 2 5:3 PM 5:45 PM 1

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #6 HICKS&PINEAM Site Code : 6 Start Date : 5/21/214 Page No : 1 Groups Printed- ALL VEHICLES HICKS AVE Southbound PINE AVE Westbound HICKS AVE Northbound PINE AVE Eastbound Start Time Int. Total 7: AM 4 14 2 5 9 2 3 4 3 47 1 18 43 4 267 7:15 AM 11 24 7 12 135 6 4 38 47 2 32 6 2 2 382 7:3 AM 11 28 2 4 141 5 4 63 52 3 26 54 7 1 41 7:45 AM 5 35 11 1 115 6 4 59 41 16 66 5 2 366 Total 31 11 22 22 481 19 3 16 19 187 6 92 223 18 5 1416 8: AM 8 33 3 6 128 23 6 63 46 25 63 8 412 8:15 AM 7 14 1 4 117 7 1 17 83 39 2 16 59 9 376 8:3 AM 8 15 3 11 12 4 7 43 41 2 18 72 5 349 8:45 AM 19 2 1 8 118 3 2 3 38 59 1 13 61 12 358 Total 42 82 8 29 483 37 3 33 227 185 5 72 255 34 1495 Grand Total 73 183 3 51 964 56 6 49 417 372 11 164 478 52 5 2911 Apprch % 25.5 64 1.5 4.7 89.5 5.2.6 5.8 49.1 43.8 1.3 23.5 68.4 7.4.7 Total % 2.5 6.3 1 1.8 33.1 1.9.2 1.7 14.3 12.8.4 5.6 16.4 1.8.2 HICKS AVE 52 286 86 73 183 3 PINE AVE 149 699 218 52 478 164 5 North 5/21/214 7: AM 5/21/214 8:45 AM ALL VEHICLES 51 964 56 6 557 177 1634 PINE AVE 372 417 49 11 43 849 1252 HICKS AVE

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #6 HICKS&PINEAM Site Code : 6 Start Date : 5/21/214 Page No : 2 HICKS AVE Southbound PINE AVE Westbound HICKS AVE Northbound PINE AVE Eastbound Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:15 AM 7:15 AM 11 24 7 42 12 135 6 153 4 38 47 2 91 32 6 2 2 96 382 7:3 AM 11 28 2 41 4 141 5 15 4 63 52 3 122 26 54 7 1 88 41 7:45 AM 5 35 11 51 1 115 6 122 4 59 41 14 16 66 5 2 89 366 8: AM 8 33 3 44 6 128 23 157 6 63 46 115 25 63 8 96 412 Total Volume 35 12 23 178 23 519 4 582 18 223 186 5 432 99 243 22 5 369 1561 % App. Total 19.7 67.4 12.9 4 89.2 6.9 4.2 51.6 43.1 1.2 26.8 65.9 6 1.4 PHF.795.857.523..873.479.92.435..927.75.885.894.417.885.773.92.688.625.961.947 HICKS AVE 268 178 446 35 12 23 Peak Hour Data PINE AVE 74 369 119 22 243 99 5 North Peak Hour Begins at 7:15 AM ALL VEHICLES 23 519 4 284 582 866 PINE AVE 186 223 18 5 259 432 691 HICKS AVE

File Name: C:\Users\Nathan\Desktop\ATD\PETRA\HEXAGON\8639 - PRIMROSE DAYCARE 5-214\2 HOUR\#6 HICKS&PINEAM.ppd Start Date: 5/21/214 Start Time: 7:: AM Site Code: 6 Comment 1: Comment 2: Comment 3: Comment 4: HICKS AVE PINE AVE HICKS AVE PINE AVE Southbound Westbound Northbound Eastbound Start Time 7: AM 2 7:15 AM 1 7:3 AM 2 7:45 AM 1 1 8: AM 1 8:15 AM 1 8:3 AM 2 8:45 AM 1 1 1 4 1

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #6 HICKS&PINEPM Site Code : 6 Start Date : 5/21/214 Page No : 1 Groups Printed- ALL VEHICLES HICKS AVE Southbound PINE AVE Westbound HICKS AVE Northbound PINE AVE Eastbound Start Time Int. Total 4: PM 14 25 4 4 72 6 1 5 22 22 39 117 8 339 4:15 PM 12 19 9 3 82 7 1 3 2 23 43 171 7 4 4:3 PM 9 27 3 7 85 6 9 14 2 1 6 119 15 1 376 4:45 PM 1 27 8 6 79 6 7 16 14 46 153 11 383 Total 45 98 24 2 318 25 2 24 72 79 1 188 56 41 1 1498 5: PM 9 23 3 5 77 2 1 9 15 24 1 56 171 9 1 46 5:15 PM 11 33 6 1 5 8 3 1 3 22 22 1 6 162 8 1 419 5:3 PM 14 39 3 2 85 8 9 25 3 1 63 146 5 43 5:45 PM 15 44 9 1 78 4 3 9 23 27 63 143 5 424 Total 49 139 21 1 13 32 17 5 3 85 13 3 242 622 27 2 1679 Grand Total 94 237 45 1 33 638 42 7 54 157 182 4 43 1182 68 3 3177 Apprch % 24.9 62.9 11.9.3 4.6 88.6 5.8 1 13.6 39.5 45.8 1 25.5 7.2 4.2 Total % 3 7.5 1.4 1 2.1 1.3.2 1.7 4.9 5.7.1 13.5 37.2 2.1.1 HICKS AVE 258 377 635 94 237 45 1 PINE AVE 914 1683 2597 68 1182 43 3 North 5/21/214 4: PM 5/21/214 5:45 PM ALL VEHICLES 33 638 42 7 1281 72 21 PINE AVE 182 157 54 4 79 397 116 HICKS AVE

All Traffic Data Services 2187 Kingsbury Cir Santa Clara, CA, 9554 www.alltrafficdata.net File Name : #6 HICKS&PINEPM Site Code : 6 Start Date : 5/21/214 Page No : 2 HICKS AVE Southbound PINE AVE Westbound HICKS AVE Northbound PINE AVE Eastbound Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM 9 23 3 35 5 77 2 1 85 9 15 24 1 49 56 171 9 1 237 46 5:15 PM 11 33 6 1 51 5 8 3 1 89 3 22 22 1 48 6 162 8 1 231 419 5:3 PM 14 39 3 56 2 85 8 95 9 25 3 1 65 63 146 5 214 43 5:45 PM 15 44 9 68 1 78 4 3 86 9 23 27 59 63 143 5 211 424 Total Volume 49 139 21 1 21 13 32 17 5 355 3 85 13 3 221 242 622 27 2 893 1679 % App. Total 23.3 66.2 1.5 3.7 9.1 4.8 1.4 13.6 38.5 46.6 1.4 27.1 69.7 3.2 PHF.817.79.583.25.772.65.941.531.417.934.833.85.858.75.85.96.99.75.5.942.976 HICKS AVE 125 21 335 49 139 21 1 Peak Hour Data PINE AVE 472 893 1365 27 622 242 2 North Peak Hour Begins at 5: PM ALL VEHICLES 13 32 17 5 673 355 128 PINE AVE 13 85 3 3 398 221 619 HICKS AVE

File Name: C:\Users\Nathan\Desktop\ATD\PETRA\HEXAGON\8639 - PRIMROSE DAYCARE 5-214\2 HOUR\#6 HICKS&PINEPM.ppd Start Date: 5/21/214 Start Time: 4:: PM Site Code: 6 Comment 1: Comment 2: Comment 3: Comment 4: HICKS AVE PINE AVE HICKS AVE PINE AVE Southbound Westbound Northbound Eastbound Start Time 4: PM 1 1 3 4:15 PM 4:3 PM 1 4:45 PM 3 5: PM 1 2 1 5:15 PM 2 5:3 PM 2 5:45 PM 2 1 1 8 1 1

ATTACHMENT A STUDY INTERSECTIONS FOR 8 W SAN CARLOS STREET 1. 2. NODE # INTERSECTION PEAK Date New Count Req'd 3566 HAMILTON / HICKS AM 3/19/29 X PM 3/19/29 X 3568 HAMILTON / MERIDIAN AM 1/27/29 X PM 1/27/29 X CMP ATI COMMENTS NA NO APPROVED AM/PM TRIPS NA NO APPROVED AM/PM TRIPS X-Indicates required or included. (Anal.: analysis, Ex.: existing counts, ATI: approved trips inventory, CMP: congestion management program) Page 1 7/1/214

Location: Hamilton Way W/O Hicks Ave Date Range: 1/21/214 to 1/23/214 Site Code: 1 Tuesday Wednesday Thursday Friday Saturday Sunday Monday 1/21/214 1/22/214 1/23/214 1/24/214 1/25/214 1/26/214 1/27/214 Mid-Week Average Time EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12: AM 4 1 5 2 2 4 4 1 5 - - - - - - - - - - - - 3 1 5 1: AM 1 1 2 1 1 2 1 1 - - - - - - - - - - - - 1 1 2 2: AM 1 1 1 1 2 - - - - - - - - - - - - 1 1 3: AM 2 2 1 1 1 1 2 - - - - - - - - - - - - 1 2 4: AM 3 3 1 1 1 1 - - - - - - - - - - - - 1 2 5: AM 9 1 19 5 7 12 7 4 11 - - - - - - - - - - - - 7 7 14 6: AM 18 15 33 9 12 21 8 14 22 - - - - - - - - - - - - 12 14 25 7: AM 31 53 84 33 52 85 25 48 73 - - - - - - - - - - - - 3 51 81 8: AM 4 85 125 3 71 11 38 98 136 - - - - - - - - - - - - 36 85 121 9: AM 3 58 88 23 39 62 24 55 79 - - - - - - - - - - - - 26 51 76 1: AM 34 44 78 27 4 67 26 48 74 - - - - - - - - - - - - 29 44 73 11: AM 44 62 16 35 64 99 36 66 12 - - - - - - - - - - - - 38 64 12 12: PM 36 72 18 36 52 88 38 65 13 - - - - - - - - - - - - 37 63 1 1: PM 41 74 115 33 7 13 38 68 16 - - - - - - - - - - - - 37 71 18 2: PM 44 76 12 38 8 118 32 69 11 - - - - - - - - - - - - 38 75 113 3: PM 5 17 157 52 12 154 45 89 134 - - - - - - - - - - - - 49 99 148 4: PM 45 118 163 46 124 17 54 133 187 - - - - - - - - - - - - 48 125 173 5: PM 73 139 212 58 137 195 61 112 173 - - - - - - - - - - - - 64 129 193 6: PM 29 94 123 49 98 147 46 113 159 - - - - - - - - - - - - 41 12 143 7: PM 38 44 82 27 5 77 29 64 93 - - - - - - - - - - - - 31 53 84 8: PM 6 35 41 23 41 64 13 48 61 - - - - - - - - - - - - 14 41 55 9: PM 14 26 4 15 21 36 12 29 41 - - - - - - - - - - - - 14 25 39 1: PM 6 12 18 6 9 15 6 9 15 - - - - - - - - - - - - 6 1 16 11: PM 2 2 4 2 4 6 3 8 11 - - - - - - - - - - - - 2 5 7 Total 598 1,131 1,729 55 1,78 1,628 548 1,144 1,692 - - - - - - - - - - - - 565 1,118 1,683 Percent 35% 65% - 34% 66% - 32% 68% - - - - - - - - - - - - - 34% 66% - 1. Mid-week average includes data between Tuesday and Thursday. Mark Skaggs:425-25-777 mark.skaggs@idaxdata.com 1

Location: Cherrydale Dr W/O Hicks Dr Date Range: 1/21/214 to 1/23/214 Site Code: 2 Tuesday Wednesday Thursday Friday Saturday Sunday Monday 1/21/214 1/22/214 1/23/214 1/24/214 1/25/214 1/26/214 1/27/214 Mid-Week Average Time EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12: AM 1 1 - - - - - - - - - - - - 1: AM - - - - - - - - - - - - 2: AM - - - - - - - - - - - - 3: AM - - - - - - - - - - - - 4: AM 1 1 2 1 1 1 1 2 - - - - - - - - - - - - 1 1 2 5: AM 2 2 1 1 2 1 1 2 - - - - - - - - - - - - 1 1 2 6: AM 1 1 1 1 1 1 - - - - - - - - - - - - 1 1 7: AM 4 6 1 4 7 11 3 7 1 - - - - - - - - - - - - 4 7 1 8: AM 4 7 11 5 5 1 5 8 13 - - - - - - - - - - - - 5 7 11 9: AM 4 3 7 1 1 2 6 8 14 - - - - - - - - - - - - 4 4 8 1: AM 6 5 11 5 2 7 2 7 9 - - - - - - - - - - - - 4 5 9 11: AM 4 3 7 2 4 6 3 3 - - - - - - - - - - - - 3 2 5 12: PM 4 4 8 4 3 7 2 2 4 - - - - - - - - - - - - 3 3 6 1: PM 2 6 8 2 8 1 1 6 7 - - - - - - - - - - - - 2 7 8 2: PM 2 5 7 5 9 14 5 7 12 - - - - - - - - - - - - 4 7 11 3: PM 8 6 14 6 3 9 1 2 3 - - - - - - - - - - - - 5 4 9 4: PM 6 4 1 5 7 12 5 6 11 - - - - - - - - - - - - 5 6 11 5: PM 9 5 14 4 7 11 6 1 16 - - - - - - - - - - - - 6 7 14 6: PM 6 7 13 5 4 9 5 5 1 - - - - - - - - - - - - 5 5 11 7: PM 2 3 5 2 2 4 4 6 1 - - - - - - - - - - - - 3 4 6 8: PM 4 4 2 4 6 - - - - - - - - - - - - 1 3 3 9: PM 2 2 4 1 1 - - - - - - - - - - - - 1 1 2 1: PM 3 2 5 - - - - - - - - - - - - 1 1 2 11: PM 2 2 - - - - - - - - - - - - 1 1 Total 63 7 133 54 7 124 55 84 139 - - - - - - - - - - - - 57 75 132 Percent 47% 53% - 44% 56% - 4% 6% - - - - - - - - - - - - - 43% 57% - 1. Mid-week average includes data between Tuesday and Thursday. Mark Skaggs:425-25-777 mark.skaggs@idaxdata.com 1

Location: Gaton Dr S/O Lenn Dr Date Range: 1/21/214 to 1/23/214 Site Code: 3 Tuesday Wednesday Thursday Friday Saturday Sunday Monday 1/21/214 1/22/214 1/23/214 1/24/214 1/25/214 1/26/214 1/27/214 Mid-Week Average Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12: AM 1 1 2 1 2 3 1 1 - - - - - - - - - - - - 1 1 2 1: AM 1 1 1 1 1 1 - - - - - - - - - - - - 1 1 2: AM 1 1 1 1 2 - - - - - - - - - - - - 1 1 3: AM 1 2 3 1 3 4 2 1 3 - - - - - - - - - - - - 1 2 3 4: AM 2 2 4 2 1 3 2 5 7 - - - - - - - - - - - - 2 3 5 5: AM 2 2 4 1 2 3 2 2 4 - - - - - - - - - - - - 2 2 4 6: AM 11 1 21 6 8 14 12 12 24 - - - - - - - - - - - - 1 1 2 7: AM 27 38 65 29 43 72 16 3 46 - - - - - - - - - - - - 24 37 61 8: AM 19 33 52 2 38 58 2 38 58 - - - - - - - - - - - - 2 36 56 9: AM 24 29 53 12 22 34 2 27 47 - - - - - - - - - - - - 19 26 45 1: AM 17 2 37 28 27 55 14 3 44 - - - - - - - - - - - - 2 26 45 11: AM 21 3 51 23 29 52 24 29 53 - - - - - - - - - - - - 23 29 52 12: PM 19 32 51 25 26 51 3 26 56 - - - - - - - - - - - - 25 28 53 1: PM 23 34 57 22 38 6 13 26 39 - - - - - - - - - - - - 19 33 52 2: PM 16 36 52 2 28 48 25 35 6 - - - - - - - - - - - - 2 33 53 3: PM 32 3 62 32 44 76 29 38 67 - - - - - - - - - - - - 31 37 68 4: PM 24 37 61 23 31 54 21 46 67 - - - - - - - - - - - - 23 38 61 5: PM 28 38 66 26 39 65 23 3 53 - - - - - - - - - - - - 26 36 61 6: PM 12 16 28 22 27 49 16 33 49 - - - - - - - - - - - - 17 25 42 7: PM 14 9 23 12 16 28 17 16 33 - - - - - - - - - - - - 14 14 28 8: PM 17 16 33 12 12 24 17 11 28 - - - - - - - - - - - - 15 13 28 9: PM 11 6 17 1 9 19 7 6 13 - - - - - - - - - - - - 9 7 16 1: PM 4 6 1 6 3 9 7 5 12 - - - - - - - - - - - - 6 5 1 11: PM 4 5 9 1 5 6 4 5 9 - - - - - - - - - - - - 3 5 8 Total 33 432 762 334 455 789 323 453 776 - - - - - - - - - - - - 329 447 776 Percent 43% 57% - 42% 58% - 42% 58% - - - - - - - - - - - - - 42% 58% - 1. Mid-week average includes data between Tuesday and Thursday. Mark Skaggs:425-25-777 mark.skaggs@idaxdata.com 1

Appendix B Intersection Level of Service Calculations

COMPARE Thu Jul 31 11:14:4 214 Page 3-26 Intersection #3566: HAMILTON/HICKS Primrose Daycare Center Peak Hour Conditions Hexagon Transportation Associates, Inc. Level Of Service Computation Report 2 HCM Operations (Future Volume Alternative) Existing (AM) Signal=Permit/s=Include Final Vol: 35 12 23 Lanes: 1 1 Signal=Permit Signal=Permit Final Vol: Lanes: s=include Vol Cnt Date: 5/21/214 s=include Lanes: Final Vol: 22 1 Cycle Time (sec): 52 1 23 Loss Time (sec): 6 243 1 Critical V/C:.411 2 519*** Avg Crit Del (sec/veh): 1.7 99 1 Avg Delay (sec/veh): 1.7 1 4 LOS: B+ Lanes: 1 1 Final Vol: 186 223*** 18 Signal=Permit/s=Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Min. Green: 1 1 1 1 1 1 1 1 1 1 1 1 Y+R: 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. ------------ --------------- --------------- --------------- --------------- Volume Module: >> Count Date: 21 May 214 << 7:15-8:15AM Base Vol: 186 223 18 23 12 35 22 243 99 4 519 23 Growth Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. Initial Bse: 186 223 18 23 12 35 22 243 99 4 519 23 Added Vol: ATI: Initial Fut: 186 223 18 23 12 35 22 243 99 4 519 23 User Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Volume: 186 223 18 23 12 35 22 243 99 4 519 23 Reduct Vol: Reduced Vol: 186 223 18 23 12 35 22 243 99 4 519 23 PCE Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. MLF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. FinalVolume: 186 223 18 23 12 35 22 243 99 4 519 23 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 19 19 19 19 19 19 19 19 19 19 19 19 Adjustment:.95.95.92.95.95.92.92 1..92.92 1..92 Lanes:.45.55 1..16.84 1. 1. 1. 1. 1. 2. 1. Final Sat.: 819 981 175 29 151 175 175 19 175 175 38 175 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat:.23.23.1.8.8.2.1.13.6.2.14.1 Crit Moves: **** **** Green Time: 28.7 28.7 28.7 28.7 28.7 28.7 17.3 17.3 17.3 17.3 17.3 17.3 Volume/Cap:.41.41.2.14.14.4.4.39.17.7.41.4 Delay/Veh: 7. 7. 5.3 5.7 5.7 5.3 11.8 13.7 12.4 11.9 13.7 11.8 User DelAdj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. AdjDel/Veh: 7. 7. 5.3 5.7 5.7 5.3 11.8 13.7 12.4 11.9 13.7 11.8 LOS by Move: A A A A A A B+ B B B+ B B+ HCM2kAvgQ: 4 4 1 1 3 1 1 4 Note: Queue reported is the number of cars per lane. Traffix 8..715 Copyright (c) 28 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

COMPARE Thu Jul 31 11:14:4 214 Page 3-27 Intersection #3566: HAMILTON/HICKS Primrose Daycare Center Peak Hour Conditions Hexagon Transportation Associates, Inc. Level Of Service Computation Report 2 HCM Operations (Future Volume Alternative) Existing + Project (AM) Signal=Permit/s=Include Final Vol: 4 12 23 Lanes: 1 1 Signal=Permit Signal=Permit Final Vol: Lanes: s=include Vol Cnt Date: 5/21/214 s=include Lanes: Final Vol: 27 1 Cycle Time (sec): 52 1 23 Loss Time (sec): 6 261 1 Critical V/C:.422 2 537*** Avg Crit Del (sec/veh): 1.8 18 1 Avg Delay (sec/veh): 1.8 1 4 LOS: B+ Lanes: 1 1 Final Vol: 195 223*** 18 Signal=Permit/s=Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Min. Green: 1 1 1 1 1 1 1 1 1 1 1 1 Y+R: 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. ------------ --------------- --------------- --------------- --------------- Volume Module: >> Count Date: 21 May 214 << 7:15-8:15AM Base Vol: 186 223 18 23 12 35 22 243 99 4 519 23 Growth Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. Initial Bse: 186 223 18 23 12 35 22 243 99 4 519 23 Added Vol: 9 5 5 18 9 18 ATI: Initial Fut: 195 223 18 23 12 4 27 261 18 4 537 23 User Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Volume: 195 223 18 23 12 4 27 261 18 4 537 23 Reduct Vol: Reduced Vol: 195 223 18 23 12 4 27 261 18 4 537 23 PCE Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. MLF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. FinalVolume: 195 223 18 23 12 4 27 261 18 4 537 23 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 19 19 19 19 19 19 19 19 19 19 19 19 Adjustment:.95.95.92.95.95.92.92 1..92.92 1..92 Lanes:.47.53 1..16.84 1. 1. 1. 1. 1. 2. 1. Final Sat.: 84 96 175 29 151 175 175 19 175 175 38 175 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat:.23.23.1.8.8.2.2.14.6.2.14.1 Crit Moves: **** **** Green Time: 28.6 28.6 28.6 28.6 28.6 28.6 17.4 17.4 17.4 17.4 17.4 17.4 Volume/Cap:.42.42.2.14.14.4.5.41.18.7.42.4 Delay/Veh: 7.2 7.2 5.3 5.8 5.8 5.4 11.7 13.8 12.4 11.8 13.6 11.7 User DelAdj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. AdjDel/Veh: 7.2 7.2 5.3 5.8 5.8 5.4 11.7 13.8 12.4 11.8 13.6 11.7 LOS by Move: A A A A A A B+ B B B+ B B+ HCM2kAvgQ: 4 4 1 1 3 1 1 4 Note: Queue reported is the number of cars per lane. Traffix 8..715 Copyright (c) 28 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

COMPARE Thu Jul 31 11:14:4 214 Page 3-29 Intersection #3568: HAMILTON/MERIDIAN Primrose Daycare Center Peak Hour Conditions Hexagon Transportation Associates, Inc. Level Of Service Computation Report 2 HCM Operations (Future Volume Alternative) Existing (AM) Signal=Protect/s=Include Final Vol: 276*** 386 113 Lanes: 1 2 1 Signal=Protect Signal=Protect Final Vol: Lanes: s=include Vol Cnt Date: 5/21/214 s=include Lanes: Final Vol: 196*** 1 Cycle Time (sec): 166 16 Loss Time (sec): 12 1 253 2 Critical V/C:.833 1 535*** Avg Crit Del (sec/veh): 69. 171 1 Avg Delay (sec/veh): 55.3 1 43 LOS: E+ Lanes: 1 1 1 Final Vol: 577*** 1256 23 Signal=Protect/s=Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Min. Green: 5 1 1 5 1 1 5 1 1 5 1 1 Y+R: 4. 5. 5. 4. 5. 5. 4. 5. 5. 4. 5. 5. ------------ --------------- --------------- --------------- --------------- Volume Module: >> Count Date: 21 May 214 << 7:45-8:45 AM Base Vol: 577 1256 23 113 386 276 196 253 171 43 535 16 Growth Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. Initial Bse: 577 1256 23 113 386 276 196 253 171 43 535 16 Added Vol: ATI: Initial Fut: 577 1256 23 113 386 276 196 253 171 43 535 16 User Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Volume: 577 1256 23 113 386 276 196 253 171 43 535 16 Reduct Vol: Reduced Vol: 577 1256 23 113 386 276 196 253 171 43 535 16 PCE Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. MLF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. FinalVolume: 577 1256 23 113 386 276 196 253 171 43 535 16 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 19 19 19 19 19 19 19 19 19 19 19 19 Adjustment:.92.97.95.92 1..92.92 1..92.92.98.95 Lanes: 1. 1.96.4 1. 2. 1. 1. 2. 1. 1. 1.66.34 Final Sat.: 175 3633 67 175 38 175 175 38 175 175 388 612 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat:.33.35.35.6.1.16.11.7.1.2.17.17 Crit Moves: **** **** **** **** Green Time: 65.7 81.9 81.9 15.3 31.4 31.4 22.3 43.5 43.5 13.4 34.5 34.5 Volume/Cap:.83.7.7.7.54.83.83.25.37.3.83.83 Delay/Veh: 53.7 33.8 33.8 86.1 61.5 81.1 91.7 48.6 5.6 73.1 7.7 7.7 User DelAdj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. AdjDel/Veh: 53.7 33.8 33.8 86.1 61.5 81.1 91.7 48.6 5.6 73.1 7.7 7.7 LOS by Move: D- C- C- F E F F D D E E E HCM2kAvgQ: 3 26 26 7 9 17 13 5 8 2 17 17 Note: Queue reported is the number of cars per lane. Traffix 8..715 Copyright (c) 28 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

COMPARE Thu Jul 31 11:14:4 214 Page 3-3 Intersection #3568: HAMILTON/MERIDIAN Primrose Daycare Center Peak Hour Conditions Hexagon Transportation Associates, Inc. Level Of Service Computation Report 2 HCM Operations (Future Volume Alternative) Existing + Project (AM) Signal=Protect/s=Include Final Vol: 276*** 386 131 Lanes: 1 2 1 Signal=Protect Signal=Protect Final Vol: Lanes: s=include Vol Cnt Date: 5/21/214 s=include Lanes: Final Vol: 196*** 1 Cycle Time (sec): 166 124 Loss Time (sec): 12 1 271 2 Critical V/C:.843 1 553*** Avg Crit Del (sec/veh): 7. 171 1 Avg Delay (sec/veh): 56.8 1 47 LOS: E+ Lanes: 1 1 1 Final Vol: 577*** 1256 27 Signal=Protect/s=Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Min. Green: 5 1 1 5 1 1 5 1 1 5 1 1 Y+R: 4. 5. 5. 4. 5. 5. 4. 5. 5. 4. 5. 5. ------------ --------------- --------------- --------------- --------------- Volume Module: >> Count Date: 21 May 214 << 7:45-8:45 AM Base Vol: 577 1256 23 113 386 276 196 253 171 43 535 16 Growth Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. Initial Bse: 577 1256 23 113 386 276 196 253 171 43 535 16 Added Vol: 4 18 18 4 18 18 ATI: Initial Fut: 577 1256 27 131 386 276 196 271 171 47 553 124 User Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Volume: 577 1256 27 131 386 276 196 271 171 47 553 124 Reduct Vol: Reduced Vol: 577 1256 27 131 386 276 196 271 171 47 553 124 PCE Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. MLF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. FinalVolume: 577 1256 27 131 386 276 196 271 171 47 553 124 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 19 19 19 19 19 19 19 19 19 19 19 19 Adjustment:.92.97.95.92 1..92.92 1..92.92.98.95 Lanes: 1. 1.96.4 1. 2. 1. 1. 2. 1. 1. 1.62.38 Final Sat.: 175 3622 78 175 38 175 175 38 175 175 322 678 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat:.33.35.35.7.1.16.11.7.1.3.18.18 Crit Moves: **** **** **** **** Green Time: 64.9 78.9 78.9 17. 31. 31. 22. 44.4 44.4 13.7 36. 36. Volume/Cap:.84.73.73.73.54.84.84.27.37.33.84.84 Delay/Veh: 55.3 36.6 36.6 86.3 61.9 82.9 93.7 48.1 49.9 73.1 7.4 7.4 User DelAdj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. AdjDel/Veh: 55.3 36.6 36.6 86.3 61.9 82.9 93.7 48.1 49.9 73.1 7.4 7.4 LOS by Move: E+ D+ D+ F E F F D D E E E HCM2kAvgQ: 3 27 27 8 9 17 13 5 8 2 18 18 Note: Queue reported is the number of cars per lane. Traffix 8..715 Copyright (c) 28 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

COMPARE Thu Jul 31 11:8:3 214 Page 3-26 Intersection #3566: HAMILTON/HICKS Primrose Daycare Center Peak Hour Conditions Hexagon Transportation Associates, Inc. Level Of Service Computation Report 2 HCM Operations (Future Volume Alternative) Existing (PM) Signal=Permit/s=Include Final Vol: 49 139 21 Lanes: 1 1 Signal=Permit Signal=Permit Final Vol: Lanes: s=include Vol Cnt Date: 5/21/214 s=include Lanes: Final Vol: 27 1 Cycle Time (sec): 6 1 13 Loss Time (sec): 6 622*** 1 Critical V/C:.48 2 32 Avg Crit Del (sec/veh): 8.6 242 1 Avg Delay (sec/veh): 8.4 1 17 LOS: A Lanes: 1 1 Final Vol: 13 85*** 3 Signal=Permit/s=Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Min. Green: 1 1 1 1 1 1 1 1 1 1 1 1 Y+R: 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. ------------ --------------- --------------- --------------- --------------- Volume Module: >> Count Date: 21 May 214 << 5:-6: PM Base Vol: 13 85 3 21 139 49 27 622 242 17 32 13 Growth Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. Initial Bse: 13 85 3 21 139 49 27 622 242 17 32 13 Added Vol: ATI: Initial Fut: 13 85 3 21 139 49 27 622 242 17 32 13 User Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Volume: 13 85 3 21 139 49 27 622 242 17 32 13 Reduct Vol: Reduced Vol: 13 85 3 21 139 49 27 622 242 17 32 13 PCE Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. MLF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. FinalVolume: 13 85 3 21 139 49 27 622 242 17 32 13 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 19 19 19 19 19 19 19 19 19 19 19 19 Adjustment:.95.95.92.95.95.92.92 1..92.92 1..92 Lanes:.55.45 1..13.87 1. 1. 1. 1. 1. 2. 1. Final Sat.: 986 814 175 236 1564 175 175 19 175 175 38 175 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat:.1.1.2.9.9.3.2.33.14.1.8.1 Crit Moves: **** **** Green Time: 13.1 13.1 13.1 13.1 13.1 13.1 4.9 4.9 4.9 4.9 4.9 4.9 Volume/Cap:.48.48.8.41.41.13.2.48.2.1.12.1 Delay/Veh: 21.4 21.4 18.8 2.8 2.8 19. 3.1 4.8 3.6 3.1 3.3 3.1 User DelAdj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. AdjDel/Veh: 21.4 21.4 18.8 2.8 2.8 19. 3.1 4.8 3.6 3.1 3.3 3.1 LOS by Move: C+ C+ B- C+ C+ B- A A A A A A HCM2kAvgQ: 4 4 1 3 3 1 5 2 1 Note: Queue reported is the number of cars per lane. Traffix 8..715 Copyright (c) 28 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

COMPARE Thu Jul 31 11:8:3 214 Page 3-27 Intersection #3566: HAMILTON/HICKS Primrose Daycare Center Peak Hour Conditions Hexagon Transportation Associates, Inc. Level Of Service Computation Report 2 HCM Operations (Future Volume Alternative) Existing + Project (PM) Signal=Permit/s=Include Final Vol: 55 139 21 Lanes: 1 1 Signal=Permit Signal=Permit Final Vol: Lanes: s=include Vol Cnt Date: 5/21/214 s=include Lanes: Final Vol: 33 1 Cycle Time (sec): 6 1 13 Loss Time (sec): 6 64*** 1 Critical V/C:.496 2 338 Avg Crit Del (sec/veh): 8.8 251 1 Avg Delay (sec/veh): 8.4 1 17 LOS: A Lanes: 1 1 Final Vol: 112 85*** 3 Signal=Permit/s=Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Min. Green: 1 1 1 1 1 1 1 1 1 1 1 1 Y+R: 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. ------------ --------------- --------------- --------------- --------------- Volume Module: >> Count Date: 21 May 214 << 5:-6: PM Base Vol: 13 85 3 21 139 49 27 622 242 17 32 13 Growth Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. Initial Bse: 13 85 3 21 139 49 27 622 242 17 32 13 Added Vol: 9 6 6 18 9 18 ATI: Initial Fut: 112 85 3 21 139 55 33 64 251 17 338 13 User Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Volume: 112 85 3 21 139 55 33 64 251 17 338 13 Reduct Vol: Reduced Vol: 112 85 3 21 139 55 33 64 251 17 338 13 PCE Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. MLF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. FinalVolume: 112 85 3 21 139 55 33 64 251 17 338 13 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 19 19 19 19 19 19 19 19 19 19 19 19 Adjustment:.95.95.92.95.95.92.92 1..92.92 1..92 Lanes:.57.43 1..13.87 1. 1. 1. 1. 1. 2. 1. Final Sat.: 123 777 175 236 1564 175 175 19 175 175 38 175 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat:.11.11.2.9.9.3.2.34.14.1.9.1 Crit Moves: **** **** Green Time: 13.2 13.2 13.2 13.2 13.2 13.2 4.8 4.8 4.8 4.8 4.8 4.8 Volume/Cap:.5.5.8.4.4.14.3.5.21.1.13.1 Delay/Veh: 21.4 21.4 18.6 2.7 2.7 19. 3.2 5. 3.7 3.1 3.4 3.1 User DelAdj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. AdjDel/Veh: 21.4 21.4 18.6 2.7 2.7 19. 3.2 5. 3.7 3.1 3.4 3.1 LOS by Move: C+ C+ B- C+ C+ B- A A A A A A HCM2kAvgQ: 4 4 1 3 3 1 6 2 1 Note: Queue reported is the number of cars per lane. Traffix 8..715 Copyright (c) 28 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

COMPARE Thu Jul 31 11:8:3 214 Page 3-29 Intersection #3568: HAMILTON/MERIDIAN Primrose Daycare Center Peak Hour Conditions Hexagon Transportation Associates, Inc. Level Of Service Computation Report 2 HCM Operations (Future Volume Alternative) Existing (PM) Signal=Protect/s=Include Final Vol: 273 173*** 224 Lanes: 1 2 1 Signal=Protect Signal=Protect Final Vol: Lanes: s=include Vol Cnt Date: 5/21/214 s=include Lanes: Final Vol: 31 1 Cycle Time (sec): 166 132 Loss Time (sec): 12 1 824 2 Critical V/C:.824 1 315 Avg Crit Del (sec/veh): 61.8 521*** 1 Avg Delay (sec/veh): 56.6 1 13*** LOS: E+ Lanes: 1 1 1 Final Vol: 22*** 556 62 Signal=Protect/s=Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Min. Green: 5 1 1 5 1 1 5 1 1 5 1 1 Y+R: 4. 5. 5. 4. 5. 5. 4. 5. 5. 4. 5. 5. ------------ --------------- --------------- --------------- --------------- Volume Module: >> Count Date: 21 May 214 << 5:-6:PM Base Vol: 22 556 62 224 173 273 31 824 521 13 315 132 Growth Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. Initial Bse: 22 556 62 224 173 273 31 824 521 13 315 132 Added Vol: ATI: Initial Fut: 22 556 62 224 173 273 31 824 521 13 315 132 User Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Volume: 22 556 62 224 173 273 31 824 521 13 315 132 Reduct Vol: Reduced Vol: 22 556 62 224 173 273 31 824 521 13 315 132 PCE Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. MLF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. FinalVolume: 22 556 62 224 173 273 31 824 521 13 315 132 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 19 19 19 19 19 19 19 19 19 19 19 19 Adjustment:.92.98.95.92 1..92.92 1..92.92.98.95 Lanes: 1. 1.79.21 1. 2. 1. 1. 2. 1. 1. 1.39.61 Final Sat.: 175 3329 371 175 38 175 175 38 175 175 267 192 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat:.13.17.17.13.28.16.17.22.3.6.12.12 Crit Moves: **** **** **** **** Green Time: 25.3 46.5 46.5 35.7 56.9 56.9 42.2 6. 6. 11.9 29.6 29.6 Volume/Cap:.82.6.6.6.82.46.68.6.82.82.68.68 Delay/Veh: 86.6 52.6 52.6 61.3 54.4 43.1 59.9 44. 56.9 11. 66.5 66.5 User DelAdj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. AdjDel/Veh: 86.6 52.6 52.6 61.3 54.4 43.1 59.9 44. 56.9 11. 66.5 66.5 LOS by Move: F D- D- E D- D E+ D E+ F E E HCM2kAvgQ: 14 14 14 11 26 11 15 17 27 6 11 11 Note: Queue reported is the number of cars per lane. Traffix 8..715 Copyright (c) 28 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

COMPARE Thu Jul 31 11:8:3 214 Page 3-3 Intersection #3568: HAMILTON/MERIDIAN Primrose Daycare Center Peak Hour Conditions Hexagon Transportation Associates, Inc. Level Of Service Computation Report 2 HCM Operations (Future Volume Alternative) Existing + Project (PM) Signal=Protect/s=Include Final Vol: 273 173*** 242 Lanes: 1 2 1 Signal=Protect Signal=Protect Final Vol: Lanes: s=include Vol Cnt Date: 5/21/214 s=include Lanes: Final Vol: 31 1 Cycle Time (sec): 166 15 Loss Time (sec): 12 1 842 2 Critical V/C:.827 1 333 Avg Crit Del (sec/veh): 62.2 521*** 1 Avg Delay (sec/veh): 57.2 1 18*** LOS: E+ Lanes: 1 1 1 Final Vol: 22*** 556 67 Signal=Protect/s=Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Min. Green: 5 1 1 5 1 1 5 1 1 5 1 1 Y+R: 4. 5. 5. 4. 5. 5. 4. 5. 5. 4. 5. 5. ------------ --------------- --------------- --------------- --------------- Volume Module: >> Count Date: 21 May 214 << 5:-6:PM Base Vol: 22 556 62 224 173 273 31 824 521 13 315 132 Growth Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. Initial Bse: 22 556 62 224 173 273 31 824 521 13 315 132 Added Vol: 5 18 18 5 18 18 ATI: Initial Fut: 22 556 67 242 173 273 31 842 521 18 333 15 User Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. PHF Volume: 22 556 67 242 173 273 31 842 521 18 333 15 Reduct Vol: Reduced Vol: 22 556 67 242 173 273 31 842 521 18 333 15 PCE Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. MLF Adj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. FinalVolume: 22 556 67 242 173 273 31 842 521 18 333 15 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 19 19 19 19 19 19 19 19 19 19 19 19 Adjustment:.92.98.95.92 1..92.92 1..92.92.99.95 Lanes: 1. 1.78.22 1. 2. 1. 1. 2. 1. 1. 1.36.64 Final Sat.: 175 332 398 175 38 175 175 38 175 175 255 1149 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat:.13.17.17.14.28.16.17.22.3.6.13.13 Crit Moves: **** **** **** **** Green Time: 25.2 45. 45. 36.9 56.7 56.7 41. 59.7 59.7 12.4 31.1 31.1 Volume/Cap:.83.62.62.62.83.46.7.62.83.83.7.7 Delay/Veh: 87.2 54.3 54.3 61.3 54.7 43.2 61.8 44.5 57.3 19.2 66.1 66.1 User DelAdj: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. AdjDel/Veh: 87.2 54.3 54.3 61.3 54.7 43.2 61.8 44.5 57.3 19.2 66.1 66.1 LOS by Move: F D- D- E D- D E D E+ F E E HCM2kAvgQ: 14 14 14 12 26 11 16 17 28 6 12 12 Note: Queue reported is the number of cars per lane. Traffix 8..715 Copyright (c) 28 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Appendix C Signal Warrant Worksheets

Existing Existing Background Existing + Proj Background + Proj Background Existing + Proj Background + Proj 8/5/214 Hamilton/Cherrydale TRAFFIC SIGNAL WARRANTS WORKSHEET Analyst: RP date: 7/15/14 Major Street: Hamilton Critical Approach Speed* (mph) 35 Minor Street: Cherrydale/ Driveway Critical Approach Speed* (mph) 25 *Posted Speed. Critical speed of major street traffic > 5 mph (64 km/h)........... In built up area of isolated community of < 1, population....... Warrant 3 - Peak Hour PART A (All parts 1, 2, and 3 below must be satisfied) AM PEAK PERIOD or Rural (R) Urban (U) AM PEAK PERIOD Minor Street Approach Direction w/ Highest Delay SB SB NB NB Highest Minor Street Average Delay (sec/veh) 13.1 13.1 23.6 23.6 Corresponding Minor Street Approach Volume (veh/hr) 6 6 88 88 Minor Street Total Delay (veh-hrs)...6.6 1. The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND No No No No 2. 3. The volume on the same minor street approach equals or exceeds 1 vph for 1 moving lane of traffic or 15 vph for 2 moving lanes; AND The total entering volume serviced during the hour equals or exceeds 8 vph for intersections with 4 or more approaches or 65 vph for intersections with 3 approaches. No No No No No No No No Signal Warranted based on Part A? No No No No PART B AM PEAK PERIOD Approach Lanes 2 or One More Major Street - Both Approaches Hamilton X 12 12 116 116 Minor Street - Highest Approach Cherrydale/ Driveway X 6 6 88 88 Signal Warranted based on Part B? No No No No The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4. Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 21 Edition, as amended for use in California). Notes: File: Signal Warrants.xls Tab: Signal Warrants 3 (AM)

Existing Background Existing + Proj Background + Proj Minor Street - Highest Approach (vph) Background Existing Existing Background + Proj + Proj 8/5/214 Hamilton/Cherrydale Hamilton Avenue & Cherrydale Drive AM PEAK PERIOD Warrant 3, Part B - Peak-Hour Vehicular Volume 8 7 6 5 4 2 or more lanes & 2 or more lanes 2 or more lanes & 1 lane 1 lane & 1 lane 3 2 *15 1 *1 6 7 8 9 1 11 12 13 14 15 16 17 18 Major Street - Total of Both Approaches (vph) Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 21 Edition, as amended for use in California). * Note: 15 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 1 vph applies as the lower threshold volume for a minor-street approach with one lane. Warrant 3, Part B - Peak-Hour Vehicular Volume Approach Lanes 2 or One More AM PEAK PERIOD Major Street - Both Approaches Hamilton X 12 12 116 116 Minor Street - Highest Approach Cherrydale/ Driveway X 6 6 88 88 Signal Warranted Based on Part B - Peak-Hour Volumes? No No No No *Warrant is satisfied if plotted points fall above the appropriate curve in graph above. File: Signal Warrants.xls Tab: Warrant 3, Part B-Graph (AM)

Existing Background Existing + Proj Background + Proj Existing Background Existing + Proj Background + Proj 8/5/214 Hamilton/Cherrydale TRAFFIC SIGNAL WARRANTS WORKSHEET Analyst: RP date: 7/15/14 Major Street: Hamilton Critical Approach Speed* (mph) 35 Minor Street: Cherrydale/ Driveway Critical Approach Speed* (mph) 25 *Posted Speed. Critical speed of major street traffic > 5 mph (64 km/h)........... In built up area of isolated community of < 1, population....... Warrant 3 - Peak Hour PART A (All parts 1, 2, and 3 below must be satisfied) PM PEAK HOUR or Rural (R) Urban (U) PM PEAK HOUR 1. 2. 3. PART B Minor Street Approach Direction w/ Highest Delay SB SB NB NB Highest Minor Street Average Delay (sec/veh) 1.4 1.4 57.7 57.7 Corresponding Minor Street Approach Volume (veh/hr) 6 6 92 92 Minor Street Total Delay (veh-hrs).. 1.5 1.5 The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The volume on the same minor street approach equals or exceeds 1 vph for 1 moving lane of traffic or 15 vph for 2 moving lanes; AND The total entering volume serviced during the hour equals or exceeds 8 vph for intersections with 4 or more approaches or 65 vph for intersections with 3 approaches. No No No No No No No No No No No No Signal Warranted based on Part A? No No No No PM PEAK HOUR Approach Lanes 2 or One More Major Street - Both Approaches Hamilton X 1331 1331 1421 1421 Minor Street - Highest Approach Cherrydale/ Driveway X 6 6 92 92 Signal Warranted based on Part B? No No No No The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4. Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 21 Edition, as amended for use in California). Notes: File: Signal Warrants.xls Tab: Signal Warrants 3 (PM)

Existing Background Existing + Proj Background + Proj Minor Street - Highest Approach (vph) Background Existing Existing Background + Proj + Proj 8/5/214 Hamilton/Cherrydale Hamilton Avenue & Cherrydale Drive PM PEAK HOUR Warrant 3, Part B - Peak-Hour Vehicular Volume 8 7 6 5 2 or more lanes & 2 or more lanes 4 3 2 or more lanes & 1 lane 1 lane & 1 lane 2 1 *15 *1 6 7 8 9 1 11 12 13 14 15 16 17 18 Major Street - Total of Both Approaches (vph) Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 21 Edition, as amended for use in California). * Note: 15 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 1 vph applies as the lower threshold volume for a minor-street approach with one lane. Warrant 3, Part B - Peak-Hour Vehicular Volume Approach Lanes One 2 or More PM PEAK HOUR Major Street - Both Approaches Hamilton X 1331 1331 1421 1421 Minor Street - Highest Approach Cherrydale/ Driveway X 6 6 92 92 Signal Warranted Based on Part B - Peak-Hour Volumes? No No No No *Warrant is satisfied if plotted points fall above the appropriate curve in graph above. File: Signal Warrants.xls Tab: Warrant 3, Part B-Graph (PM)